FINAL REPORT APPENDIX - JICA · The Study Area comprises Nairobi City and parts of adjoining Thika,...

THE STUDY

ON

MASTER PLAN

FOR

URBAN TRANSPORT

IN

THE NAIROBI METROPOLITAN AREA

IN

THE REPUBLIC OF KENYA

FINAL REPORT

MARCH 2006

KATAHIRA & ENGINEERS INTERNATIONAL

RECS INTERNATIONAL INC.

JAPAN INTERNATIONAL COOPERATION AGENCY (JICA)

MINISTRY OF ROADS AND PUBLIC WORKSMINISTRY OF LOCAL GOVERNMENTTHE REPUBLIC OF KENYA

APPENDIX(VOLUME I)

JR

06-041

SD

i

TABLE OF CONTENTS

APPENDIX 2 NATIONAL DEVELOPMENT POLICY AND PLAN

2.1 National Development Policy and Plan A2-1

2.2 Synopsis of Recommendation on Integrated National Transport Policy A2-5

2.3 Outlines of Road Development Studies and Plans A2-8

APPENDIX 4 ROAD NETWORK

4.1 Available Data and Base Map A4-1

4.2 Number of Lanes of Road Network A4-5

4.3 Road Inventory Results A4-8

APPENDIX 5 PUBLIC TRANSPORT

5.1 Public Transport Modes A5-1

5.2 Mode Interchange Area A5-8

APPENDIX 6 TRAFFIC MANAGEMENT

6.1 Traffic Management Administration A6-1

6.2 Traffic Safety Analysis Regulation A6-2

APPENDIX 7 ORGANIZATION

7.1 Institutional Structure and Functions A7-1

7.2 Road Sector Administration A7-1

7.3 Public Transport Administration A7-14

APPENDIX 8 FINANCIAL STRUCTURE AND BUDGETING

8.1 Financial Structure and Budgeting A8-1

8.2 Main Financial Sources A8-7

8.3 Private Sector Participation: Case of Northern Corridor Project A8-12

ii

APPENDIX 10 TRAFFIC SURVEY AND ANALYSIS

10.1 Traffic Survey Location and Zoning System A10-1

10.2 Person Trip Survey A10-8

10.3 Cordon Line Survey A10-17

10.4 Screen Line Survey A10-21

10.5 Traffic Count Survey A10-24

10.6 Public Transport Users Survey A10-28

10.7 Travel Speed Survey A10-35

10.8 Stated Preference Survey A10-39

APPENDIX 11 FUTURE SOCIO-ECONOMIC FRAMEWORK

11.1 Development Potential and Constraint A11-1

11.2 Urban Land Use Types and Distributing Principles A11-4

APPENDIX 12 TRANSPORT DEMAND FORECAST

12.1 Verification of Trip Generation and Attraction Models A12-1

12.2 Verification of Modal Split Model A12-6

APPENDIX 13 ENVIRONMENTAL IMPACT ASSESSMENT (EIA) AND STRATEGIC ENVIRONMENTAL ASSESSMENT (SEA)

13.1 Environmental Impact Assessment (EIA) of GOK A13-1

13.2 Strategic Environmental Assessment (SEA) of GOK A13-2

13.3 Environmental Management System of GOK A13-3

13.4 Environmental Laws and Regulations of GOK Related to the Master Plan A13-6

13.5 New JICA Guidelines for Environmental and Social Considerations A13-9

13.6 Strategic Scheduling of Stakeholders Meeting A13-11

APPENDIX 14 NATURAL ENVIRONMENT OF THE STUDY AREA

14.1 Natural Environment of the Study Area A14-1

14.2 Social Environment of the Study Area A14-29

14.3 List of Invitation A14-40

14.4 Programme of the Stakeholders Meetings A14-45

14.5 Minutes of Meeting of the First Stakeholders Meeting A14-52

14.6 Views of the People in Nairobi on the Traffic Issues A14-90

14.7 Global Warning A14-93

iii

APPENDIX 15 EXPECTED ENVIRONMENTAL IMPACTS OF THE MASTER PLAN

15.1 Photographs of the Missing Links A15-1

15.2 Environmental Impacts of Missing Link Construction Works, Intersection

Improvement, Road Improvement and Non-Motorized Transportation

Traffic Corridors A15-20

15.3 IEE for the Proposed Projects of Alternative 3 A15-26

15.4 Major Environmental Impacts of High Priority Projects A15-32

15.5 Contents of Resettlement Action Plan A15-43

APPENDIX 21 INSTITUTIONAL PLAN

21.1 Introduction A21-1

21.2 Status of Implementation of Reforms A21-2

21.3 Efforts Made to Complete Road Sector Reforms A21-3

APPENDIX 28 FLOW OF NAIROBI RIVER

28.1 Flow Data of Nairobi River A28-1

28.2 Rainfall of Nairobi Area A28-21

28.3 Records of the Stakeholders Meeting A28-43

28.4 Environmental Impact Assessment for Pre-Feasibility Study on the

Missing Links, No.3, No.6 and No.7 A28-75

APPENDIX 2

NATIONAL DEVELOPMENT POLICY AND PLAN

Page 2.1 NATIONAL DEVELOPMENT POLICY AND PLAN A2-1 2.2 SYNOPSIS OF RECOMMENDATION ON INTEGRATED NATIONAL TRANSPORT POLICY A2-5 2.3 OUTLINES OF ROAD DEVELOPMENT STUDIES AND PLANS A2-8

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APPENDIX 2 NATIONAL DEVELOPMENT POLICY AND PLAN

2.1 EXTRACT OF NAIROBI METROPOLITAN GROWTH STRATEGY, 1973

(1) Nairobi Metropolitan Growth Strategy, 1973

Direction of Urbanization

• The regional strategy involves the expansion of Nairobi to the west and to north-east along the axis of the Thika Road and, at the same time, the encouragement of growth

of Thika, Athi River and Machakos.

• It is reasonable to anticipate that, given a continuation of growth, Nairobi and Thika may eventually fall within the same metropolitan area, and it is necessary to

formulate a strategy which could accommodate such an eventuality.

Corridor Development

• Expansion of the city along a corridor of development does give flexibility to react to changing growth rates and other pressures, and ensures a measure of adaptability

which is not inherent in a more concentric form of development.

Formation of District Cores

• Other than Thika, Athi River, and Machakos, three other towns in the region (Kiambu, Kikuyu and Limuru), although relatively small, will probably become increasingly

important as service centres for their rural areas, and also likely to develop local

industries.

Distribution of Industrial Functions

• Apart from central Industrial Area, industrial lands would be made available at Wilson Airport, Dagorettie, Karen-Langata, Dandora, Kasarani, and both north and

south of Ruiru.

• Many of the low- and middle-income housing districts would be served by small local industrial areas.

• Service centres would be located in relation to their potential catchments areas, but sitting on main roads and bus routes would also allow for the attraction of passing

trade.

• For the present study, the Central Area was defined as the land bounded by the railway, Uhuru Highway and Nairobi River.

Distribution of Housing Areas

• There is a considerable amount of space in and around the existing built-up area



which will be developed.

• Care should be taken in the future not to allow low income housing developments to become too concentrated, to have them interspersed with higher income districts and

provide some high income areas to be located in the trade area of each secondary

shopping centre.

• Associated with each of the main areas of new housing would be one or more industrial areas and a large commercial centre.

• The major areas for development would be Dagorettie, Karen-Langata, the Eastern Area and the areas outside the north-eastern city boundary around Ruiru.

• There will be a substantial growth of population within the western shamba areas outside the city limits, which is likely to be of a more informal nature.

Distribution of Population

• It was concluded that the recommended strategy should not seek to impose higher residential densities merely in order to decrease the cost of the transport infrastructure.

Instead, the city should have the option over the long term to create housing areas that

answered the environmental demands and financial capability of the inhabitants. The

distribution of population is given in Table 2.1-1.

TABLE 2.1-1 DISTRIBUTION OF POPULATION

Area Population (2000) Remarks

Old City 556,000 125 ha of Eastleigh Airport were excluded from possible usable land. Employment in Central Area is estimated at 100,000 in 2000.

Ruaraka 387,000 Housing areas for low- and middle-income households Spring Valley 127,000 Housing area development for high-income households

Retaining of coffee plantation with large capacity for employment Karen-Langata 383,000 Retaining housing area for high-income households despite the population

density increase Dagorettie 500,000 - ditto - Eastern Sector 240,000 Housing areas for low- and middle-income households Western Shamba Area

250,000 Outside of Nairobi City Conserving agricultural land to the north Ribbon type new housing area development from existing settlement

Ruiru 557,000 Outside of Nairobi City Containing low- to high-density housing areas

(2) Land Use Plan of Nairobi City

The Study Area comprises Nairobi City and parts of adjoining Thika, Kiambu, Machakos, and

Kajiado Districts.

Thika District contains 6 administrative areas (Divisions). Out of those administrative areas,

total area or a part of Thika Municipality, Kakuzi, and Ruiru are included in the Study Area.



Thika County Council, Thika Municipal Council, and Ruiru Municipal Council are the local

authorities within the Study Area.

Kiambu District contains 7 administrative areas (Divisions). Out of those administrative areas,

total area or a part of Kiambu, Kiambaa, Limuru, Githunguri, and Kikuyu are included in the

Study Area. Kiambu County Council, Kiambu Municipal Council, Kikuyu Town Council, and

Limuru Municipal Council are the local authorities within the Study Area.

Machakos District contains 11 administrative areas (Divisions). Out of those administrative

areas, Athi River, Kangundo and Matungulu are included in the Study Area. Mavoko

Municipal Council and Kangundo Town Council are the local authorities within the Study

Area.

Kajiado District contains 6 administrative areas (Divisions). Out of those administrative areas,

a part of Ngong and Central are included in the Study Area. Ngong Town Council and

Kajiado County Council are the local authorities within the Study Area.

Since the target year of “Nairobi Metropolitan Growth Strategy” prepared in 1973 is year

2000, currently no authorized comprehensive master plan to rely on. Lack of the

comprehensive master plan that will give clear directions for development aggravates the

abuse of land.

Land use regulation concerning land use zoning, plot ratios/ coverages and plot size was

prepared in 1979, which, in reality, is a constraint for private sector development. Table 2.1-2

shows plot ratio / coverages and the lowering of the permitted minimum plot sizes by zone.

Figure 2.1-1 shows the zoning for land use and plot ratio / coverage in Nairobi city.



TABLE 2.1-2 RATIONALISATION OF PLOT RATIOS / COVERAGES AND THE

LOWERING OF THE PERMITTED MINIMUM PLOT SIZES

Zones current Proposed lanExisting min Proposed minProp. Max. permissioNotesland use use plot size plot size PR. Cov.

(ha) (ha)1A Commercial Commercial 0.05 0.04 2.00-6.00 0.80 High-rise flats:PR=1.0, GC=0.35

Residential Residential 0.1 2.00Light industry Light industr 0.4 2.00

1E Offices Commercial 0.1 0.04 2.00 0.80 High-rise flats:PR=1.0, GC=0.35Residential Offices 0.2

Residential2 Commercial Commercial 0.05 0.04 2.00 0.80 Flats not allowed.

Residential Residential 0.04 0.75 0.353 Residential Residential 0.1 0.1 0.75 0.35 Flats and maisonettes allowed; where

there is no sewer PR=GC=25% (septic tank)or 20%(conserv. tank)

4 ditto ditto 0.1 0.1 0.75 0.35 ditto but no advertising5 ditto ditto 0.3 0.2 0.75 0.35 ditto as No.3 no flats but maisonettes allowed.6 ditto ditto 0.4 0.2 0.75 0.50 ditto

0.37 ditto ditto 0.4 0.04 0.75 0.50 Special scheduled area (Mathare)

0.08 (on sewer)8 ditto ditto 0.04 0.04 0.75 0.50 Special scheduled area (Eastlands)9 Industrial Industrial 0.04 0.04 3.00 0.80 Ancillary use to occupy a max. of 20% of the

total permitted plinth.10 Residential Residential 0.04 0.04 0.75 0.35 Comprehesive scheme will be allowed with

(on sewer) a max.density of 35 units per ha.11 ditto ditto 0.04 0.04 0.75 Special scheduled area (Kibera)

(on sewer)12 ditto ditto 1.0 1.0 - - One unit per plot permitted; flats and Maisonettes

2.0 not allowed; adequate wholesome water to besupplied (Karen/Langata) adequate wholesomewater required.

13 ditto ditto 2.0 0.2 - - Where there is no sewer PR=GC=25% (septik 1.0 tank) or 20% (conserv. tank), one unit per plot 0.2 permitted.

14 ditto ditto 2.0 0.2 0.75 0.35 One unit per plot permitted; adequate water1.0 supply required.0.2

15 Agricultural Residential 0.1ha Township 0.1 Township 0.75 0.50 PR=GC=0.25(Septik tank) PR=GC=0.20 (Conser.Residential 0.04 (on sewer) tank) Terrace houses allowed. Adequate water

supply necessary (Dogaretti) (Special density area)16 Agricultural Residential 1.0 0.2 0.75 0.35 Adequate water supply required (Ruaraka).

Residential Industrial 2.00 0.80Industrial

17 Agricultural Residential 0.04 0.75 0.50 Where there is o sewer, min. plotsize=0.1ha(on sewer) Special sceduld area (Kahawa/Kasarani)

18 ditto ditto 0.75 0.50 Where there is o sewer, min. plot size=0.1ha(on sewer) Special sceduld area (East of Embakasi Airport)

Where there is no sewer, min. plot size=0.1ha19 Agricultural Agricultural 2.0 0.75 0.50 Special densty area (Eastern extension)

Reidential 0.1 35 units per plot allowed.0.05(on sewer)

20 Public Public - - - - Forest, Game forest, Defence areas, etc.

Source:Nairobi City CouncilSource: Nairobi City Council, 1979



FIGURE 2.1-1 LAND USE AND PLOT RATIOS/COVERAGES ZONING IN NAIROBI CITY

2.2 SYNOPSIS OF RECOMMENDATION ON INTEGRATED NATIONAL TRANSPORT

POLICY

2.2.1 Kenya Transportation Policy and Roads Sub-sector Policy and Strategy

This study was carried out by KRB and EDF for preparation of coordinating policy papers of

road subsector for GOK and donor communities in March 2004. These identified issues of

NMT, urban planning and urbanisation, and transport management and congestion established

the principal polices and strategies of overall road-subsector, which of environment are,

however, lacked. The JICA Study will review and adopt the policies and strategies to meet the

Study objectives.

The policy and strategy for the road subsector will produce realistic and achievable work

through the following programming, design standards, and implementation.



a. Programming

Priority Objectives:

• To reduce the overall combined maintenance cost of infrastructure and vehicle operating costs by: (i) giving first funding priority to roads in maintainable condition, and; (ii) reducing backlog maintenance and rehabilitation needs;

• Road agencies will produce realistic and achievable annual work programmes, with work prioritised against agreed criteria;

• All programmes will ensure that routine and periodic maintenance is planned for all maintainable roads; and

• Road users will be informed of the condition of roads so as to raise awareness of the importance of road maintenance.

Strategies: • Road agencies will produce realistic and achievable work annual programme, prioritised

according to agreed criteria. All programmes will provide for the routine maintenance of maintainable roads.

• KRB will only finance road works programme against agreed criteria that are submitted by road agencies in accordance with schedules that reflect cash-flow constrains;

• KRB will audit programmes produced by agencies to ensure programmes are met and criteria adhered to;

• KRB will launch a public information campaign on road maintenance; and • KRB will prepare a 5-year rolling investment plan for road maintenance and rehabilitation.

b. Design Standard

Policy Objectives:

• Ensure road user needs are satisfied through application of appropriate levels of service; • Ensure that roads are designed to reduce accidents, improve operational efficiency,

minimizes social degradation, mitigate environmental impacts, through the application of appropriate design standards;

• Ensure design standards are harmonised with those in the region (especially for international corridors);

• Ensure standards allow benefits from technical advances to be realised; and • Ensure that design standards adequately cater NMT and pedestrians.

Strategies:

• Revise standard and specifications for all road classes to incorporate technological advances, execution of using both equipment and labour-based methods, where appropriate, and ensuring coherence with regional standards for international routes;

• Trial new technique and materials to establish potential benefits, and review standards regularly;

• Ensure standards comply with environmental requirement; • Ensure compliance with standards (especially with safety requirements) before projects

commence; • Develop more appropriate ( and safe) traffic calming and other safety standards; • Ensure roads reserve widths are well defined and documented; and • Raise awareness of highway design engineers to the needs of road users.



c. Implementation

Policy Objectives:

• Planning works in liaison with interested parties to ensure coordination and delivery of activities in a timely manner;

• Procuring works in an manner that makes the most cost-effective and appropriate choice between force account and contracting, and between equipment and labour-based methods;

• Developing and maximising use of local resources and labour-based methods to promote wealth creation and poverty alleviation;

• Using full cost accounting practice in force account units so they can operate on an commercial and transparent basis;

• Enduring effective contract management, supervision and prompt payment of contractors to achieve timely delivery of contracts;

• Promoting professionalism in the construction industry by strengthening institutions responsible for regulation, encouraging private sector and human resource development, and establishing sustainable funding for training;

• Using forms of procurement and contract that are appropriate for the works being undertaken; • Adopting the Roads 2000 strategy for maintenance, where appropriate; and • Ensuring that measures are taken to minimise potential negative environmental impacts of

roads works during implementation.

Strategies:

• Interest parties shall be consulted during the project planning process; • Performance-based contract shall be introduced for road maintenance; • Criteria and guidelines shall be developed for each type of work to facilitate effective

contract management, and these will incorporate environmental and labour-protection mechanism;

• Appropriate procurement documents and procedures shall be developed for different types of contract;

• Appropriate forms of contract shall be developed for each type of work to facilitate effective contract management, and these will incorporate environmental labour-protection mechanisms;

• Performance indicators shall be established that measure the local resource content in each contract;

• Road agencies shall submit accounts for force account units that reflect the full cost of works carried out;

• Contract agencies shall submit account for force account units that reflect the full cost of works to be carried out;

• Contract management shall be improved by streamlining reporting, supervision and payment procedures and by introducing performance indicators to monitor effectiveness of agencies in implementation, including time for payment of contractors;

• Use of the private sector in the supervision of road works contracts shall be increased; • Skills development in the industry will be promoted through sponsorship of seminars and

training programmes; • The Government will facilitate the formation of representative associations of contractors

and consultants in the industry; and • Transparency in procurement will be increased, with widespread advertising procurement

notice and tender results in the media.



2.3 OUTLINES OF ROAD DEVELOPMENT STUDIES AND PLANS

2.3.1 A Part of Nairobi Metropolitan Growth Strategy (1973)

The City Council of Nairobi and United Nation prepared Nairobi Metropolitan Growth

Strategy in 1973. The general outline of the report was presented in Section 2.2. The proposed

road network are as follows.

Design Objectives

• To provide a system capable of meeting maximum demands for trips by all modes at the end of the century at reasonable level of services;

• To design the system to embody maximum flexibility, so that it may easily be extended or adopted to carter for alternative or subsequent development;

• To design and operate a system such that maximum efficiency is achieved by providing for maximum trip making at minimum cost, while minimising damage to

the environment.

Design Criteria

• Maximise the use of existing transportation infrastructure.

• In adding to the existing road network, attempt to create a directional grid system rather than a ring and radial system.

• Promote lineal growth, rather than radial growth, to maximise the use of new facilities provided and make the most efficient use of possible mass transportation

system.

• Minimise walk distance from residential and industrial areas to major transit routes, by careful land use planning, so limiting the need for feeder bus services.

The recommendations for road network improvement are summarized in Figurer 2.3-1.

a. 1979 b. 1985

FIGURE 2.3-1 RECOMMENDED TRANSPORTATION NETWORK



2.3.2 The Nairobi Bypass Construction Project, Feasibility Study and its Detailed Design

Study (1988/1992)

The Feasibility study was carried out by MOTC and JICA in 1988 and the detailed design

study for the route of Southern Bypass was carried out in September 1992. The purpose of the

feasibility study is to divert through traffic on A104 and traffic on the other roads to the

Bypass and to solve the traffic congestion in the main streets of Nairobi. Proposed route is a

corridor from Mombasa Road to Naivasha Road passing the area between and Kenya Nairobi

National Park and a part of Ngong Road Forest, in the southern part of Nairobi. But

implementation of the project has been suspended due to environmental problem and land

acquisition. In 2003, the Southern Bypass construction is planned in the scope of the Northern

Corridor Transport Improvement Project. However, this study did not include Environmental

Impact Analysis (EIA), and mitigation measures of negative environmental impact, therefore

comprehensive EIA is recommended.

2.3.3 Actions Towards a Better Nairobi, Report And Recommendations of the Nairobi City

Convention (1993): Road

Nairobi City Convention prepared this report in cooperation with the Friedrich Naumann

Foundation in 1993. The plan became the basic plan for KUTIP’s long-term study, and

followed by the proposal of MRPWH, MOLG and NCC.

This study Identified transport and road problems in the City; (a) Potholes on all major roads;

(b) Moonscape-like crates in the Industrial area; (c) Broken pavements; (d) Gaping manholes;

(e) Monumental traffic jams at peak hours; (f) Increasing air pollution; (g) Broken down

sewers and inadequate storm water drainage; (h) Non-functioning traffic signals; (i) Broken

down street lighting; and (j) Hooliganism of the matatu drivers

The above situations has come about largely as a result of: (i) Neglect or ineffective

preventive maintenance of the city road network by the City Commission; (ii) Inadequate

investment and lack of improvements to the capacity of the road transportation infrastructure

despite the rapid rate of population growth and increased vehicle population in the city; (iii)

Failures in the management of the traffic system; (iv) Encroachment on public facilities,

mainly parking plots which have been illegally allocated for private development with

disregard for the pubic demand for such spaces; (v) Breakdown in the discipline of all road

users arising from the cynicism engendered by the collapse on the planning and law

enforcement agencies; (vi) Failure to implement various planning recommendations dating

back 20 years – over politicization of the City government has resulted in little or no

maintenance of professional standards in the city management; (vii) Lack of long-term vision



about the growth needs for enlarged Nairobi Metropolitan Area to service the needs of

Nairobians beyond the year 2000; and (viii) Inadequacies of the rail system and the

inappropriately located aviation facilities in the city. These problems and the causes are still

take place to date.

The Study recommended the approaches to solve the above problems; (a) The need to create a

friendly and safe transportation system; (b) The need to provide an efficient transportation

system; (c) The need to ensure a transportation system that is attractive, accessible and

affordable for all Nairobians; (d) Special attention are the needs of the disabled and other

vulnerable group such as school children and the urban poor who have to walk to work.

Following the approaches the study proposed an Action Plan such as (A) Immediate (B)

Medium and (C) Long-Terms action plans. A. Immediate Action Plan

A-1 Action to increase the efficiency of the existing transport network through improved traffic management

• Traffic Management • Public transport • Taxis • Pedestrian traffic • Other non-motorized transport: Bicycle • Traffic-free pedestrian shopping/Tourist malls • Other actions to enhance safety and reduce traffic congestion • Maintenance of the transport network • Car parks

A-2 Action to increase the capacity of the transport system • Widening existing road arteries. • Improving critical junctions / interchanges • Converting all major roads to dual carriageway • Building key missing links in the network.

B. Medium Term Actions

B-1 Take action to review/update/reappraise existing plans/proposals for major improvements to the existing network with a view to implementing whatever is economically feasible. Most important is filling the gaps in the links in the present system and taking steps to increase capacity use while undertaking those capital works which could enhance the efficiency of the present network.

B-2 Take action to create /build key CBD bypass, especially the north/south bypasses. B-3 Initiate cost benefit analyses for the medium-term proposals for capital developments. B-4 Start work on a master plan of the city beyond the year 2000, taking into account the need

to lay out the growth pattern of the transportation system, and its proper integration with the planning and zoning requirements for a truly metropolitan city of the 21st Century.



C. Long Term Actions

C-1 Action to secure land for an outer Nairobi Metropolitan beltway system, a major dual carriageway to link Nairobi with key surrounding towns like Athi River, Machakos, Thika, Limuru, Ngong, Kiserian, Kitengela and Kikuyu.

C-2 Preparation of an adopted roadwork programme to produce a given length of tarred roads in residential areas every year on a continuous basis.

C-3 Development of alternative transport systems based on results of studies currently underway or already done. Focus on alternative design concepts of Rapid Light Rail Transport, and an integrated Mass Transit Network, along the lines examined based on the proposal.

C-4 Decentralisation of some of the administrative and business activates away from the CBD to reduce congestion in the inner city. Such a move should, however, be well planned to avoid the “Westlands Phenomenon” where development had taken place in the hope of escaping the City centre congestion only to create worse congestion at Westlands as a result of poor planning.

The Study picked up the following roads to be targeted:

a. Existing and Proposed Dual Carriageways

1. Langata Road Uhuru Highway to Magadi Road

2. Ngong Road Kenyatta Avenue to Dagoretti Corner

3. Lusaka Road Uhuru Highway to Enterprise Road

4. Enterprize Road Isiolo Road to Mombasa Road

5. Likoni Road Jogoo Road to Enterprise Road and Enterprise Road to

Mombasa Road

6. Jogoo Road Rabai Road to Outer Ring Road

7. Outer Ring Road Juja Road to Jogoo Road

8. Juja Road Murang’a Road to Outer Ring Road

9. Quarry Road Racecourse Road to Pumwani Road and Pumwani Road to

Landhies Road

b. Proposed Bypass Routes

1. Southern Bypass

2. Eastern Bypass

3. Northern Bypass

4. Langata Road and James Gichuru Link

5. Waiyaki Way and Northern Bypass Link

c. Missing Links

1. Gitanga Road - Kangemi Link

2. Ole Odume Link

3. Langata Road - Ngong Road - James Gichuru Road Link

4. Waiyaki Way - Limuru Road Link



5. Riverside Drive

6. Ring Road Parklands

7. Muratina Road

8. Landhies Road - Quarry Road Link

9. Lunga Lunga Road - Outer-Ring Road Link

10. Likoni Road Extension to Mombasa Road

11. Processional Way - Kenyatta Avenue to State House Road Link

d. Existing Traffic Lights Points’ Improvement

Proposed implementation programme of the above major road arteries are shown in Table

2.3-1.

TABLE 2.3-1 PROPOSED IMPROVEMENT MEASURES TO EACH ROAD

Road Name Immediate Action Long-term Present

Status in 2004

Langata Road: To improve at Madaraka estate and widen the section Nyayo Stadium to Ngei Estate turnoff.

To convert to dual carriageway from Nyayo Stadium to Magadi Road turnoff.

Complete up to KWS

Ngong Road To improve junctions at Nairobi Club and Kenya Traffic Headquarters

To make into dual carriageway form Uhuru Highway to Dagoretti Corner-Uthiru; Dagoretti Corner-Karen

No action

Waiyaki Way / Chiromo Road

To improve junction at Museum Bridge No action

Limuru Road To improve junction with Thika Road and widen road to Ruaka

FS for widening

Kiambu Road To widen the road within the city boundary

To make into dual carriageway form Muthaiga to Kiambu Town

No action

Thika Road Do nothing No action Mombasa Road To increase the number of lanes to

the Toll Station, to widen from Jomo Kenyatta Airport to the Athi Rive turnoff

To be widened by

NCTIP

The Study also recommended that the major cross roads be created as an inner city circle

around the CBD, a middle circle connecting Ngei Estate, Westlands, Pangani and Industrial

Area, and ultimately an outer circle/ring road including Dagoretti, Kangemi, Kitsuru,

Muthaiga, Kariobangi, and Jomo Kenyatta Airport. An implementation programme was

proposed below but no progresses are reported until now (Table 2.3-2).



TABLE 2.3-2 PROPOSED IMPLEMENTATION PROGRAMME

Road Name Immediate Action Medium-term Present

Status in 2004

Magadi Road To widen the road and cut trees in road reserve to improve visibility (sight distance)

Ngei Estate - Woodley To build this link (Missing Link 12)

Naivasha Road To improve junction with Waiyaki Way James Gichuru Road To improve junctions at Gitanga Road and Strathmore College Woodley Estate - Westlands

To build this missing link (Missing Link 6/7)

Msongari - Red Hill To build this link Ridgeways - Moi Sports Complex Kassarani

To establish this link by completing gaps in the system

Kariokor - Kijabe Road To build this link to dual carriageway standard

(Ring Road)

Pangani - Eastleigh - Jogoo Road

To establish this link by improving existing road sections

Note: ( ) means NCC proposed plans and projects in 2004.

2.3.4 A Road Network Development Master Plan Study (1995)

This study was carried out by JICA and Ministry of Public Works in 1995. The report

recommended a Superhighway by upgrading Uhuru highway and Nairobi Bypass. The

concept of superhighway and the Nairobi southern bypass are being considered in the scope

of the Northern Corridor Transport Improvement Project in 2003.

2.3.5 Kenya Urban Transport Improvement Project (KUTIP) : Nairobi: Long Term

Transport Study, Stage I

The Government of Kenya and World Bank launched KUTIP and the transport study of

Nairobi prepared a report of Nairobi Long Term Transport Study, Stage I in 1999. This study

was the first comprehensive study for the land use and transport in the Nairobi Metropolitan

since the 1973 Nairobi Metropolitan Strategy. However, KUTIP was suspended in the mid

stage and this report was not authorised by GOK. Therefore the JICA Study reviewed the data

and plans of the study.

2.3.6 Kenya Road Concession Framework

This study was carried out for the private sector involvement in the road construction and

management in the scope of the Northern Corridor Transport Improvement Project. The study

covers all stretch of northern corridor and concluded the private concession would be viable.

However, the study of the Kenya Transportation Policy and Roads Sub-Sector Policy and

Strategy concluded this viability would be uncertain. Out of all stretches, the section of the

route of Southern Bypass is taken a candidate of concession. As mentioned, above however,

this route shall require a comprehensive EIA.



2.3.7 Northern Corridor Transport Improvement Project (On-going)

Lender: World Bank

Loan/Credit Amount: US$ 207 million

Total Project Cost: US$ 276.25 million

Effective Date: Expected 27 September 2004

Closing Date: 31 December 2009

Borrower: The Republic of Kenya

Implementation Agencies:

Ministry of Roads, Public Works and Housing (US$ 160 million);

Ministry of Transport and Communications (US$ 2.2 million); Kenya

Airports Authority (US$ 34.8 million), and

Kenya Civil Aviation Authority (US$ 10 million)

Project Background

One of the main objectives of the Government in the transport sector is to stimulate private

sector led economic growth through reducing the cost of doing business in Kenya and

increasing its competitiveness in the domestic, regional and international markets. However,

the sector is constrained by lack of adequate funds; institutional inefficiencies; weakness in

the policy, legal and regulatory environment; poor safety and security standards at the airports

and Mombasa port; and inadequate institutional capacity and human resource skills. As a

result, the transport costs and travel times are high and reliability is low. The project is to

assist the Government in its efforts to address these challenges, through the improvement of

priority transport infrastructure along the Northern Corridor.

Northern Transport Corridor connects port of Mombasa with Nairobi, Uganda, Rwanda,

Burundi and Democratic Republic of Congo. The project is expected to enhance domestic and

regional trade and create job opportunities in the construction industry.

Project Objectives

The Project Development Objectives are: (a) increase efficiency of road transport along

Northern Corridor to facilitate trade and regional integration; (b) enhance aviation safety and

security to meet international standards; and (c) promote private sector participation in the

management, financing and maintenance of road assets. This project is ongoing.

APPENDIX 4

ROAD NETWORK

Page 4.1 AVAILABLE DATA AND BASE MAP A4-1 4.2 NUMBER OF LANES OF ROAD NETWORK A4-5 4.3 ROAD INVENTORY RESULTS A4-8


Final Report Appendix A4-1

APPENDIX 4 ROAD NETWORK

4.1 AVAILABLE DATA AND BASE MAP

(1) Available Data for Base Map The following data were available for preparing a base map of the Study Area. Since only the topographic maps cover all the Study Area, so far the topographic maps were utilized as the base map (Table 4.1-1).

TABLE 4.1-1 AVAILABLE DATA FOR BASE MAP

Data Description Remarks Topographic map (1/50,000) Maps cover the study area ・ Maps was produced in 1972/3

・ Some contours in feet ・ No new road and present land use

JICA GIS Data in CBD Data covers 15km2 of CBD in Nairobi

・ Data was produced in 2000

JICA Aerial Photo in Nairobi Photo was taken in 2003 Covering Nairobi City only.

・ No full orthophoto product

Satellite Photo Photo was taken in 2004 Covering area is urban area in the Study Area

・ Lack of eastern part but covers most urban area.

(2) Road Inventory Data The list of available inventory data of roads is given in Table 4.1-2.

TABLE 4.1-2 PRESENT ROAD INVENTORY DATA

Item Data/Information Organization Data Form Inventory Date Remarks

Classified road MORPW GIS ArcGIS June 2003 No coordination with road name and width

Unclassified road KRB/MORPW Not Available

Not Available No road list Road List

Nairobi city road CCN Excel Sheet 2001 No GIS Data Topographic map Survey of Kenya 1/50,000 1972/1973 Old, no new roads Classified road map

MORPW GIS ArcGIS June 2003 No CCN area Road

Network Map

City road map Survey of Kenya Print 1995 Only the Centre

Classified Road under MOPWH The latest road inventory of classified road under MORPW was made in June 2003, and compiled in Geological Information System (GIS) by the Section of Road Inventory of MORPW in 2004. The data covered all classified roads including major roads classified as A, B, C that are network components for the master plan, and the secondary and minor roads classified as D, E , and Special Purpose roads such as government access (G) and rural access roads (R). The road inventory format is shown in Table 4.1-3 for major roads and Table 4.1-4 for minor roads.



Use for Road ( A / B /C & Major Roads of NCC)

Road No. ; Road Name; Road Class; Survey by;Road Length; km (From Sta. To Sta. ) Province; Date;

Road Data

Median

From - To Type Width (m) Condition Type Width (m) Width (m) Type Width (m)

Bridge Data

LinkNo.

Sub-section

No.

Bridge Length(m)

Bridge Name

Row(m)

CarriagewayLinkNo.

Sub-section

No.

Sub sectionLength(km)

Station (km)

Remarks

TrafficCharacteristics

RemarksRoadsideLand Use

RoadStructure

SubstandardAlignment

Condition(Sub str.)

Condition (Super str.)

TerrainDrainage

Carriageway Width(m)

Shoulder/Sidewalk

Sidewalk Width(m)

Span Length(m)

Station(km)

Bridge Type

Type; AC (Asphalt Pavement) ST (Surface Treatment) CC (Cement Concrete) G (Gravel) E (Earth)

Terrain; F (Flat) R (Rolling) M (Mountainous)

Roadside Environment・R (Resident)・C (Commercial)・I (Industry)・A (Agriculture)・F (Forest)

Road Structure ・Em (Embankment H ≧ 2.0m ) ・Cu (Cut H ≧ 2.0m ) ・Le (Level H < 2.0m )

Traffic Characteristics ・Few ・Medium ・Heavy ・Very Heavy

( V ≦1,000 )( 1,000 ≦LV ≦ 5,000 )( 5,000 < V ≦10,000 )(Over 10,000)

The data compiled in GIS data included road number, road name, road class (A, B, C, D, E, Special Purpose), District, survey date and time, link name and subsection name, GPS reading, section/subsection length, carriageway width, the type of pavement such as, AC (Asphalt Concrete), BT (Bituminous Surface Treatment), G (Gravel), (Earth), with the condition of the pavement/road surface, etc. The data covered classified roads under MORPW in Nairobi City, but not cover all the roads under CCN. CCN Classified Road The roads in Nairobi City under CCN are all classified roads and have a total of 1,852. CCN had a list of all city roads in a form of spread sheet that was prepared by Kenya Urban Transport Infrastructure Project (KUTIP) in 2001. The data however are not compiled in GIS data. Contents of the data however included road name, road class (H, P, D, L, A, C), area, zone (sub-district name), section or link length, road width, pavement type etc. but conditions are not included. This pavement condition were investigated by the field survey under the Study.

TABLE 4.1-3 ROAD INVENTORY FORMAT FOR MAJOR ROAD



Use for Road ( Minor Road )

Road No. ; Road Name; Road Class; Survey by;Road Length; km (From Sta. To Sta. ) Province; Date;

Road Data

From - To Type Width (m) Condition Type Width (m)

Bridge Data

Bridge NameStation(km)

Bridge Type RemarksSidewalk Width

(m)

CarriagewayWidth(m)

Condition(Sub str.)

Condition (Super str.)

Span Length(m)

Bridge Length(m)

LinkNo.

Sub-section

No.

TrafficCharacteristics

RemarksRoadside

EnvironmentRoad

StructureSubstandardAlignment

Row(m)

Carriageway Shoulder/SidewalkTerrain

LinkNo.

Sub-section

No.

Sub sectionLength(km)

Station (km)

Type; AC (Asphalt Pavement) ST (Surface Treatment) CC (Cement Concrete) G (Gravel) E (Earth)

Terrain; F (Flat) R (Rolling) M (Mountainous)

Roadside Environment・R (Resident)・C (Commercial)・I (Industry)・A (Agriculture)・F (Forest)U (U d)

Road Structure ・Em (Embankment H ≧ 2.0m ) ・Cu (Cut H ≧ 2.0m ) ・Le (Level H < 2.0m )

Traffic Characteristics ・Few ・Medium ・Heavy ・Very Heavy

( V ≦1,000 )( 1,000 ≦LV ≦ 5,000 )( 5,000 < V ≦10,000 )(Over 10,000)

TABLE 4.1-4 ROAD INVENTORY FORMAT FOR MINOR ROAD

(3) Field Survey The items listed below were surveyed and recorded. Road Road name (road No.), section name (section No.), Chainage (distance from the start point), section length, widths of carriageway and shoulders, type of pavement, pavement condition, existence / nonexistence of side walk, terrain, and land use.

Bridge Bridge name, location (chainage), bridge type, length, span length, widths of carriageway and sidewalk, and conditions of deck slab/ superstructure/ substructure/ approaches. A field survey used either the form of detailed field survey or simple field survey due to importance of the road network. The detailed field survey was carried out for important components of road network of the master plan such as the major roads of class A, B, C, and some D under MORPW and class H, P, D under CCN. On the other hand the simple field survey collects only items of road management and maintenance, mainly road width, pavement type and conditions, etc. and adopted for the minor roads that included D, E, Special Purpose Roads under MORPW, and the minor road of CCN.



At the same time the bridge inventory survey was conducted for major bridges using the bridge inventory data of MORPW and a report prepared by former JICA bridge expert of MOPWH, and updated by the present conditions.

(4) Data Recording All data collected above are compiled in GIS data, because KRB intends to integrate road inventory data of Road Department of MORPW, CCN, MOLG by GIS Data Base. Thus CCN road inventory data were converted into GIS data by merging CCN inventory data with GIS positioning data that were collected separately by the Study. Some road alignments of the GIS data were different from the topographic maps of the Study Area, due to different coordination system. Table 4.1-5 shows the list of international roads while the list of national traffic roads is available in Table 4.1-6.

TABLE 4.1-5 INTERNATIONAL TRUNK ROADS (CLASS A)

Road No.

Length (Km) From Through To Remark

Study Area A109 499.3 Mombasa - Athi River Connecting A104A104 650.1 Namanga

(Tanzania Border)Athi River/ Nairobi

Malaba (Uganda Border) Tanzania/Uganda

A2 846.4 Nairobi Thika Moyale (Ethiopia Border) Ethiopia A3 570.6 Thika Garissa Liboi (Somalia Border) Somalia Outside of Study Area A1 896.9 Migori

(Tanzania Border)Kitale Lokichogio

(Sudan Border) Tanzania/Sudan

A14 113.6 Mombasa - Lunga Lunga (Tanzania Border)

Tanzania

A23 114.0 Voi (A104) - Taveta (Tanzania Border) Tanzania

TABLE 4.1-6 NATIONAL TRUNK ROADS (CLASS B)

Road No.

Length(Km)

From Through To Remark

Study Area B10 8.3 A104 (Mombasa

Road) - Jomo Kenyatta

Airport -

B3 299.5 Rioni（A104） Narok Kisii (A1) - Outside of Study Area B1 237.5 Londiani (A104) Kisumu（A1） Busia Uganda Border B2 65.8 Eldoret (A104) - Kitale (A1) - B4 292.5 Nakuru (A104) Marigat Sigor (A1) - B5 181.7 Nyeri（A2） Nyahururu Nakuru（A104） - B6 166.6 Wamumu (A2) Embu (B7) Meru (A2) - B7 272.5 Kibwezi A109） Kangonde (A3) Embu (B6) - B8 439.8 Mombasa（A109） Malindi Garissa (A3) - B9 783.9 Isiolo (A2) Wajir Mandera Ethiopia/Somalia

Border Note: B3 passes through only the north-west edge of the Study Area.

Cities on the road numbers are major cities near junctions.



4.2 BRIDGE AND STRUCTURE CONDITIONS

TABLE 4.2-1 MAJOR BRIDGES IN THE STUDY AREA (OUTSIDE NAIROBI)

Road Name Length (m) PreStrs Concrete Steel Bailey Masonry Grand Total

A104 ~5 8 - - - 8 5~10 - - - - - 10~20 - - - - - 20~30 8 - - 1 9 30~40 2 - - - 2 40~ 1 - - - 1 A104 Total 19 - - 1 20 A2 ~5 1 - - - 1 5~10 1 - - - 1 10~20 4 1 - - 5 20~30 1 1 - - 2 30~40 2 - - - 2 40~ 1 - - - 1 A2 Total 10 2 - - 12 A3 53.0 1 - - - 1 A3 Total 1 1 C ~5 - - - 0 5~10 2 3 - 1 6 10~20 1 - - 1 20~30 2 - - - 2 30~40 1 - - - 1 40~ 2 - - - 2 C Total 7 4 0 1 12 D ~5 0 - - - 0 5~10 3 8 - 1 12 10~20 4 - - - 4 20~30 1 - - - 1 30~40 1 1 - - 2 40~ 1 1 - - 2 D Total 10 10 0 1 21 E ~5 1 - - - 1 5~10 1 - - - 1 10~20 2 1 1 - 4 20~30 - - 2 - 2 30~40 1 - - - 1 40~ - - - - 0 E Total 5 1 3 0 9 Grand Total 52 17 3 3 75 Source: MORPW



TABLE 4.2-2 MAJOR BRIDGE CONDITIONS IN NAIROBI CITY

No. Name of Road Bridge name Type Length Superstructure Substructure

A104 MombasaRd/Uhuru Highway Footbridge Concrete 32.05 good good

A104 Uhuru Highway/Msa Rd Footbridge Concrete 22.4 fair fair

A104 Waiyaki Way Overpass Concrete 14.05 fair fair

A3 Muranga/Thika Rd Nairobi Rvr RHS Concrete 18.7 fair fair

A3 Muranga/Thika Rd Nairobi river bridge Concrete 15.0 fair fair

A3 Thika Rd Nairobi Rvr Concrete 18.4 fair fair

A3 Thika Rd Conc. deck/steel beam Steel 15.0 fair fair

C58 Langata Rd Box culvert Box Culvert 15.5 bad bad

C58 Langata Rd Ngong River FtBrdge Concrete 11.5 fair fair

C58 Langata Rd Ngong River(LHS) Concrete 12.0 fair fair

C58 Langata Rd Ngong River(RHS) Concrete 12.0 fair fair

C58 Langata Rd Footbridge (Pedestrian) Concrete 27.1 good good

C59 Outer ring Railway Concrete 30.4 fair fair

C59 Outer ring Ngong River Bridge Concrete 39.5 bad bad

C59 Outer ring Mathare river Concrete 29.4 very bad very bad

C59 Outer ring Nairobi Rvr Concrete 30.4 bad bad

C60 Ngong Rd box culvert Box Culvert 8.0 bad bad

C62 Limuru Road River Box Culvert 17.8 fair fair

C62 Limuru Road Gitathuru River Concrete 12.0 fair fair

C62 Limuru Road Mathare river Box Culvert 10.0 fair fair

C98 Komarock Stream nr Swamp Box Culvert 10.5 fair fair

C98 Komarock Nairobi Rvr Concrete 20.7 fair fair

N-L First Ave. Eastleigh Nairobi Rvr Concrete 14.6 bad fair

N-A Lamu Rd Nairobi Rvr Concrete 9.0 bad fair

N-A Mbagathi Footbridge Concrete 34.8 fair fair

N-A Mbagathi Nairobi Rvr Concrete 24.8 bad bad

N-C Ring Road Pumwani Nairobi Rvr Concrete 13.3 bad bad

N-D Lower Kabete Rd Mathare river Concrete 9.0 fair fair

N-P Juja Road Sch. Ft brd Steel 27.2 fair fair

N-Uc Museum Hill Rd Sch. Ft brd Concrete 14.05 Fair Fair

N-Uc Jogoo Railway Steel 21.4 fair fair

N-Uc Jogoo Footbridge Steel 34.5 fair fair

N-Uc Jogoo Footbridge Steel 26.8 fair fair

N-Uc Mtudadu Ave. Nairobi Rvr Concrete 17.5 fair fair

N-Uc Peponi Mathare Concrete 6.0 fair fair

N-Uc Pumwani Rd Nairobi Rvr Concrete 8.3 bad bad

N-Uc Race course rd Nairobi Rvr Concrete 19.2 bad bad

Note: The width of the foot bridges were given as carriageway width. Source: MORPW and JICA Study



TABLE 4.2-3 NON-MOTORISED TRANSPORT CONDITIONS

Road Condtions

Bicycle Push/PullCart Walker Total NMT

(%)Carriageway

(m)Sidewalk

(m)1 Ngoong Road Nairobi Baptism Church 25,112 557 538 18 6,959 33,184 22.6% 9.3 Not all stretch

2 Kikuyu Road Dagoretti 1,921 47 167 50 978 3,163 37.8% 5.9 No(Waithaka Shopping to Naivasha Rd)

3 Naivahsa Road Riruta 4,116 51 755 40 4,523 9,485 56.1% 6.3 No(Kawangware to Ngong Rd)

4 James Gichuru Road ST. Austins Academy 14,252 50 1025 0 3,684 19,011 24.8% 9.5 2.0(Gitanga Rd to Waiyaki Way)

5 Arging Kodhek Road Yaya center 19,561 142 484 10 5,512 25,709 23.4% 7.8 1.9(Kingara Rd to Valley Rd)

6 Mbagathi Way Corridor Armed Forces Hospital 33,015 178 359 16 4,675 38,243 13.2% 14.0 1.5(Ngong Rd to Uhuru Highway) Both sides

7 Waiyaki Way Corridor ABC Place 31,509 434 672 154 2,968 35,737 10.6% 4-lane divided Not all stretch(Uthiru to Limuru Rd) Parkroad Nursing Home 15,428 77 288 132 8,029 23,954 35.3% 6.6 No

8 Kiambu Road Muthaiga police Station 8,242 53 155 0 1,994 10,444 20.6% 8.0 1.0(Thika Rd to City Boundary)

9 Jogoo Road Makongeni Police St. 55,629 532 1544 201 6,515 64,421 12.8% 16.6 2.0(Outerring Rd to Lusaka Rd)

10 Denis Pritt Road Corridor St. Georges Primary Scho 7,980 137 646 1 6,458 15,222 46.7% 7.0 1.9(Oloitokitok Rd to Keniyatta Av.) Both sides

11 Outer ring, Lunga Lunga & Mutindwa linBuruburu (Railway bridge 16,916 61 2,843 128 6,330 26,278 35.4% 7.3 NoMakadara 8,426 104 2,603 30 5,791 16,954 49.7%

12 Mombasa Road Jokim Estate 31,715 71 742 6 3,775 36,309 12.5% 23.7 NoNairobi South Pry. Schoo 48,082 704 155 11 2,530 51,482 5.2% 4-lane divided No

13 Limuru Road Canadian Embassy 16,837 221 624 0 1,528 19,210 11.2% 6.7 No(Murunga Rd to City Boundary) (Partial)

14 Thika Road Safari Park 32,361 132 667 27 3,513 36,700 11.5% 14.8 No(Murunga Rd to Keniyatta University) Kenyatta University 20,694 23 732 5 3,834 25,288 18.1% 4-lane divided No

MT Motorbike/Tricycle

NMTNo. Road Name Survey Location

APPENDIX 4.3

ROAD INVENTORY RESULTS

TAB

LE 4

.3-1

RO

AD

LE

NG

TH D

ATA

No.

DIS

TRIC

TC

LASS

NU

MFR

OM

TOLA

NES

SUR

FTYP

ESU

RFC

ON

DLE

NG

(KM

)SE

C T

OTA

L(K

M)

1K

ajia

do R

oad

Kaj

iado

AA

104

E148

0D

B (A

109)

2S

urfa

ce D

ress

ing

Fair

13.9

02M

acha

kos

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104

DB

A10

92

Pre

mix

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416

Mac

hako

sA

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4D

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109

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540

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sA

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480

DB

2P

rem

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0.05

219

.909

Mom

bsa

Roa

dM

acha

kos

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104

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mix

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DB

Mac

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f Dua

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mix

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166

11.1

99U

huru

Hig

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/Wai

yaki

Way

Nai

robi

AA

104N

A10

4B

104

Pre

mix

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d1.

184

Nai

robi

City

Nai

robi

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104N

B10

C89

4P

rem

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ood

2.18

8N

airo

biA

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58C

61 c

entr

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mix

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190

Nai

robi

AA

104N

C58

C61

cen

tral

6P

rem

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ood

0.02

1N

airo

biA

A10

4NC

58C

61 c

entr

al6

Pre

mix

Fair

0.16

9N

airo

biA

A10

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58C

61 c

entr

al6

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mix

Fair

0.21

2N

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58C

61 c

entr

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mix

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1.15

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61 c

entr

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61 n

orth

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5.93

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9.54

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652

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21.5

182

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mix

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591

22.0

813

Thik

a R

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3.51

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C59

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0.09

5N

airo

biA

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Thi

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mix

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391

Nai

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11.0

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Thik

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29.7

87

1/17

TAB

LE 4

.3-1

RO

AD

LE

NG

TH D

ATA

No.

DIS

TRIC

TC

LASS

NU

MFR

OM

TOLA

NES

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FTYP

ESU

RFC

ON

DLE

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(KM

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C T

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5.33

8Th

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3.64

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Thik

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0.40

533

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Tota

l A17

7.64

3

5A

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dN

airo

biB

B10

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104S

C59

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rem

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ood

1.63

2N

airo

biB

B10

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59JK

IA2

Pre

mix

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d0.

286

Nai

robi

BB

10W

A10

4NA

104S

2P

rem

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0.44

2N

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biB

B10

WA

104S

C59

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rem

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1.27

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59JK

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Pre

mix

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332

3.96

2To

tal B

3.96

2

2/17

TAB

LE 4

.3-1

RO

AD

LE

NG

TH D

ATA

No.

DIS

TRIC

TC

LASS

NU

MFR

OM

TOLA

NES

SUR

FTYP

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RFC

ON

DLE

NG

(KM

)SE

C T

OTA

L(K

M)

6M

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i Roa

dK

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C58

E149

7D

523

2S

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ce D

ress

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d4.

365

Kaj

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CC

58D

523

DB

2P

rem

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.324

Nai

robi

CC

58D

B K

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632

Pre

mix

Fair

3.30

3N

airo

biC

C58

DB

Kaj

iado

C63

2P

rem

ixG

ood

1.41

5N

airo

biC

C58

C63

C58

N2

Pre

mix

Goo

d1.

833

22.2

407

Lang

atta

Roa

dN

airo

biC

C58

SC

58M

b R

dN2

Pre

mix

Goo

d4.

751

Nai

robi

CC

58S

Mb

Rd

A10

4N2

Pre

mix

Goo

d1.

539

Nai

robi

CC

58S

A10

4NA

104S

2P

rem

ixG

ood

0.04

96.

339

Nai

robi

CM

b R

dNC

58C

612

Pre

mix

Goo

d2.

951

Nai

robi

CM

b R

dNC

58C

612

Pre

mix

Fair

0.08

4N

airo

biC

Mb

RdS

C58

C61

2P

rem

ixFa

ir2.

931

5.96

68

Out

er R

ing

Roa

dN

airo

biC

C59

B10

EC

892

Pre

mix

Fair

2.73

8N

airo

biC

C59

B10

EC

892

Pre

mix

Goo

d0.

130

Nai

robi

CC

59C

89C

982

Pre

mix

Goo

d5.

958

Nai

robi

CC

59C

89C

982

Pre

mix

Poo

r1.

324

Nai

robi

CC

59B

10A

22

Pre

mix

Poo

r0.

053

Nai

robi

CC

59C

98A

2N2

Pre

mix

Poo

r2.

861

Nai

robi

CC

59A

2SA

2N2

Pre

mix

Poo

r0.

104

Nai

robi

CC

59C

59C

592

Pre

mix

Poo

r0.

135

Nai

robi

CC

59A

2NA

2S2

Pre

mix

Poo

r0.

096

13.3

999

Ngo

ng R

oad

Kaj

iado

CC

60D

523

DB

2S

urfa

ce D

ress

ing

Fair

4.81

7N

airo

biC

C60

A10

4D

523

2P

rem

ixFa

ir3.

458

Nai

robi

CC

60A

104

DB

Kaj

iado

2P

rem

ixFa

ir5.

656

Nai

robi

CC

60A

104

DB

Kaj

iado

2P

rem

ixFa

ir0.

028

Nai

robi

CC

60A

104

DB

Kaj

iado

2P

rem

ixFa

ir1.

408

15.3

6710

Nai

vash

a R

oad/

Ngo

ng R

oad

Nai

robi

CC

61A

104

C60

3P

rem

ixFa

ir3.

606

Nai

robi

CC

61M

baga

thi R

dC

602

Pre

mix

Fair

0.76

3N

airo

biC

C61

A10

4M

baga

thi R

d2

Pre

mix

Fair

2.17

6N

airo

biC

C61

C60

A10

42

Pre

mix

Poo

r7.

211

Nai

robi

CC

61C

60A

104

2P

rem

ixP

oor

13.7

5611

Lim

uru

Roa

dK

iam

buC

C62

C63

DB

2P

rem

ixG

ood

5.58

5N

airo

biC

C62

FOR

ES

T R

OA

DD

B K

IAM

BU

2P

rem

ixG

ood

10.1

85K

iam

buC

C62

A10

4D

B2

Pre

mix

Goo

d14

.605

Kia

mbu

CC

62A

104

DB

2P

rem

ixG

ood

30.3

75

3/17

TAB

LE 4

.3-1

RO

AD

LE

NG

TH D

ATA

No.

DIS

TRIC

TC

LASS

NU

MFR

OM

TOLA

NES

SUR

FTYP

ESU

RFC

ON

DLE

NG

(KM

)SE

C T

OTA

L(K

M)

12N

airo

biC

C63

C68

D41

22

Pre

mix

Goo

d7.

384

Kia

mbu

CC

63D

BA

104

2S

urfa

ce D

ress

ing

Fair

6.21

2N

airo

biC

C63

C60

D41

22

Pre

mix

Goo

d6.

458

Kia

mbu

CC

63D

BA

104

2S

urfa

ce D

ress

ing

Poo

r0.

220

Kia

mbu

CC

63D

BA

104

2S

urfa

ce D

ress

ing

Fair

0.81

3K

iam

buC

C63

DB

A10

42

Sur

face

Dre

ssin

gP

oor

0.22

0K

iam

buC

C63

A10

4C

622

Sur

face

Dre

ssin

gFa

ir11

.316

Kia

mbu

CC

63C

62C

642

Sur

face

Dre

ssin

gFa

ir3.

440

Kia

mbu

CC

63C

6264

2S

urfa

ce D

ress

ing

Poo

r1.

554

Kia

mbu

CC

63C

62C

642

Sur

face

Dre

ssin

gG

ood

13.6

52K

iam

buC

C63

C64

DB

2S

urfa

ce D

ress

ing

Poo

r5.

587

Thik

aC

C63

A2S

BD

2S

urfa

ce D

ress

ing

Poo

r1.

457

Thik

aC

C63

A2S

BD

2S

urfa

ce D

ress

ing

Ver

y P

oor

3.98

8Th

ika

CC

63A

2SB

D2

Pre

mix

Goo

d4.

710

67.0

1113

Kia

mbu

Roa

dN

airo

biC

C64

A2

MU

THA

IGA

DB

Kia

mbu

2P

rem

ixG

ood

5.53

3K

iam

buC

C64

DB

D40

92

Pre

mix

Fair

4.41

9K

iam

buC

C64

D40

9C

632

Sur

face

Dre

ssin

gP

oor

1.02

1K

iam

buC

C64

E432

E433

2S

urfa

ce D

ress

ing

Ver

y P

oor

0.64

1K

iam

buC

C64

C63

E432

2S

urfa

ce D

ress

ing

Poo

r3.

285

Kia

mbu

CC

64E4

32E4

332

Sur

face

Dre

ssin

gP

oor

4.67

9K

iam

buC

C64

E433

E431

2S

urfa

ce D

ress

ing

Fair

1.21

0K

iam

buC

C64

E433

E431

2S

urfa

ce D

ress

ing

Ver

y P

oor

0.92

521

.715

14R

uiru

Kia

mbu

Roa

dTh

ika

CC

65C

63B

D2

Sur

face

Dre

ssin

gG

ood

11.7

9811

.798

15Th

ika

- Nai

vash

aTh

ika

CC

66A

104

A2S

2S

urfa

ce D

ress

ing

Goo

d1.

219

Thik

aC

C66

A10

4A

2S2

Sur

face

Dre

ssin

gG

ood

2.24

2Th

ika

CC

66A

104

A2S

2S

urfa

ce D

ress

ing

Fair

7.17

710

.638

116

Thik

aC

C67

A2N

BD

2S

urfa

ce D

ress

ing

Ver

y P

oor

7.53

0Th

ika

CC

67A

2NB

D2

Gra

vel

Poo

r2.

862

10.3

9217

Thik

aC

C70

A2

DB

2P

rem

ixFa

ir1.

538

Thik

aC

C70

A2

DB

2S

urfa

ce D

ress

ing

Fair

6.45

77.

995

18A

irpor

t Nor

th R

oad

Nai

robi

CC

89A

104

DB

2P

rem

ixFa

ir1.

560

Nai

robi

CC

89A

104

AP

TC2

Pre

mix

Poo

r0.

921

Nai

robi

CC

89A

104

AP

TC2

Sur

face

Dre

ssin

gFa

ir7.

032

9.51

30

4/17

TAB

LE 4

.3-1

RO

AD

LE

NG

TH D

ATA

No.

DIS

TRIC

TC

LASS

NU

MFR

OM

TOLA

NES

SUR

FTYP

ESU

RFC

ON

DLE

NG

(KM

)SE

C T

OTA

L(K

M)

19K

oma

Roa

ck R

oad

Mac

hako

sC

C98

C99

C10

02

Gra

vel

Goo

d5.

463

Mac

hako

sC

C98

C99

C10

02

Gra

vel

Fair

1.45

2M

acha

kos

CC

98C

99C

100

2E

arth

Fair

1.58

9M

acha

kos

CC

98C

99C

100

2E

arth

Poo

r3.

640

Mac

hako

sC

C98

C99

C10

02

Ear

thFa

ir0.

593

Mac

hako

sC

C98

C99

C10

02

Pre

mix

Fair

1.78

9M

acha

kos

CC

98D

BC

992

Pre

mix

Fair

0.01

6M

acha

kos

CC

98D

BC

992

Pre

mix

Goo

d14

.817

Mac

hako

sC

C98

DB

C99

2P

rem

ixG

ood

17.4

11N

airo

biC

C98

C59

DB

2P

rem

ixFa

ir2.

758

Nai

robi

CC

98C

59D

B2

Gra

vel

Fair

1.69

4N

airo

biC

C98

C59

DB

2P

rem

ixFa

ir20

.280

71.5

02

Nai

robi

CJU

JAC

59P

AN

GA

NI

2P

rem

ixFa

irN

airo

biC

JUJA

C59

PA

NG

AN

I2

Pre

mix

Fair

3.57

13.

571

20M

acha

kos-

Kan

gund

o R

oad

Mac

hako

sC

C99

C97

C98

2G

rave

lFa

ir3.

244

Mac

hako

sC

C99

C97

C98

2G

rave

lP

oor

4.95

28.

195

Nai

robi

to C

63 to

A10

4 (R

ironi

)To

tal C

329.

773

5/17

TAB

LE 4

.3-1

RO

AD

LE

NG

TH D

ATA

No.

DIS

TRIC

TC

LASS

NU

MFR

OM

TOLA

NES

SUR

FTYP

ESU

RFC

ON

DLE

NG

(KM

)SE

C T

OTA

L(K

M)

21C

63 (K

abet

e) to

E42

3 (N

gech

a)K

iam

buD

D37

8C

63D

B2

Sur

face

Dre

ssin

gFa

ir0.

318

Kia

mbu

DD

378

C63

DB

2S

urfa

ce D

ress

ing

Fair

4.13

5K

iam

buD

D37

8E

423

C63

2G

rave

lP

oor

3.28

5K

iam

buD

D37

8E

423

C63

2G

rave

lV

ery

Poo

r1.

338

Kia

mbu

DD

378

E42

3C

632

Gra

vel

Fair

2.96

6K

iam

buD

D37

8E

423

C63

2G

rave

lFa

ir0.

299

Kia

mbu

DD

378

E42

3 (N

. End

)E

423

(S. E

nd)

2S

urfa

ce D

ress

ing

Fair

0.07

5K

iam

buD

D37

8A

104

E42

32

Gra

vel

Goo

d0.

020

Kia

mbu

DD

378

A10

4E

423

2P

rem

ixFa

ir0.

081

Kia

mbu

DD

378

A10

4E

423

2P

rem

ixFa

ir0.

027

Kia

mbu

DD

378

A10

4C

632

Gra

vel

Fair

0.14

6K

iam

buD

D37

8A

104

E42

32

Gra

vel

Fair

1.51

6K

iam

buD

D37

8A

104

E42

32

Gra

vel

Goo

d0.

131

Kia

mbu

DD

378

A10

4E

423

2G

rave

lG

ood

1.48

215

.819

22A

2 (J

uja)

to S

tudy

Bor

der :

C64

(Nge

nda)

Thik

aD

D39

7A

2NC

642

Sur

face

Dre

ssin

gG

ood

10.0

0010

.000

23A

2 (R

uiru

) to

Stud

y B

orde

r : C

64 (K

iam

wan

gi)

Thik

aD

D39

8A

2NFO

RE

ST

2S

urfa

ce D

ress

ing

Goo

d12

.031

12.0

3124

C63

( K

ahaw

a ) t

o St

udy

Bor

der :

C64

(Nge

nda)

Th

ika

DD

399

C63

D39

82

Ear

thG

ood

1.39

3Th

ika

DD

399

C63

D39

82

Gra

vel

Fair

1.18

4Th

ika

DD

399

C63

D39

82

Gra

vel

Goo

d1.

152

Thik

aD

D39

9C

63D

398

2S

urfa

ce D

ress

ing

Fair

6.42

010

.150

25C

98 (N

jiru)

A2

( Gith

urai

) to

C63

(Kah

awa)

N

airo

biD

D40

0C

98A

22

Gra

vel

Fair

5.51

3N

airo

biD

D40

0C

98A

22

Sur

face

Dre

ssin

gG

ood

2.46

5N

airo

biD

D40

0C

98D

B K

iam

bu2

Sur

face

Dre

ssin

gG

ood

0.14

9N

airo

biD

D40

0A

2D

B K

iam

bu2

Sur

face

Dre

ssin

gG

ood

4.67

1K

iam

buD

D40

0D

BC

632

Pre

mix

Fair

3.21

016

.008

26D

409

(Chi

anda

) to

Stu

dy B

orde

r : C

65 (G

ithun

guri)

Kia

mbu

DD

403

D40

9C

652

Sur

face

Dre

ssin

gFa

ir1.

071

1.07

127

D40

9 (N

dunb

eri)

to S

tudy

Bor

der :

C65

(Gith

ungu

ri)K

iam

buD

D40

4D

409

C65

2S

urfa

ce D

ress

ing

Goo

d10

.300

28C

63 (K

iam

baa)

to D

409

(Cia

ndai

)K

iam

buD

D40

6C

63 (S

. End

)C

63 (N

. End

)2

Sur

face

Dre

ssin

gV

ery

Poo

r1.

261

Kia

mbu

DD

406

C63

D40

92

Sur

face

Dre

ssin

gV

ery

Poo

r0.

164

Kia

mbu

DD

406

C63

D40

92

Sur

face

Dre

ssin

gP

oor

0.75

7K

iam

buD

D40

6C

63D

409

2S

urfa

ce D

ress

ing

Fair

3.80

95.

990

29C

62 (H

ighr

idge

) to

C63

(Kia

mba

a) to

D40

9 (L

imur

u)

Kia

mbu

DD

407

C63

C62

2P

rem

ixFa

ir5.

005

Kia

mbu

DD

407

C62

C63

2P

rem

ixG

ood

14.4

8119

.486

6/17

TAB

LE 4

.3-1

RO

AD

LE

NG

TH D

ATA

No.

DIS

TRIC

TC

LASS

NU

MFR

OM

TOLA

NES

SUR

FTYP

ESU

RFC

ON

DLE

NG

(KM

)SE

C T

OTA

L(K

M)

30C

62 (H

ighr

idge

) to

C63

(Rua

ka)

Kia

mbu

DD

408

C62

DB

2S

urfa

ce D

ress

ing

Goo

d3.

943

Nai

robi

DD

408

C62

DB

KIA

MB

U2

Sur

face

Dre

ssin

gFa

ir3.

054

6.99

731

D40

0 (G

ithur

ai) C

64 (K

amba

a S/

Are

a)) C

63 (R

iaba

i) to

Stu

dy B

orde

r (K

aran

bain

i) D

407

to A

104(

Lim

uru)

N

airo

biD

D40

9D

400

C64

2S

urfa

ce D

ress

ing

Fair

7.38

7K

iam

buD

D40

9C

63C

642

Sur

face

Dre

ssin

gG

ood

0.57

9K

iam

buD

D40

9D

404

C63

2S

urfa

ce D

ress

ing

Goo

d3.

958

Kia

mbu

DD

409

D40

6D

404

2S

urfa

ce D

ress

ing

Poo

r3.

661

Kia

mbu

DD

409

D40

6D

404

2G

rave

lG

ood

1.46

1K

iam

buD

D40

9D

403

D40

62

Gra

vel

Goo

d3.

636

Kia

mbu

DD

409

A10

4D

403

2S

urfa

ce D

ress

ing

Poo

r0.

314

Kia

mbu

DD

409

A10

4D

403

2S

urfa

ce D

ress

ing

Goo

d2.

067

Kia

mbu

DD

409

A10

4D

403

2S

urfa

ce D

ress

ing

Poo

r0.

278

Kia

mbu

DD

409

A10

4D

403

2G

rave

lG

ood

11.2

37K

iam

buD

D40

9A

104

D40

32

Sur

face

Dre

ssin

gFa

ir3.

499

Kia

mbu

DD

409

A10

4D

403

2S

urfa

ce D

ress

ing

Poo

r0.

467

38.5

4632

A10

4 (P

arkl

and)

to C

63 (K

abite

)K

iam

buD

D41

0A

104

DB

2S

urfa

ce D

ress

ing

Poo

r3.

360

Kia

mbu

DD

410

A10

4D

B2

Gra

vel

Fair

0.39

6K

iam

buD

D41

0A

104

DB

2G

rave

lP

oor

2.63

5N

airo

biD

D41

0A

104

DB

Kia

mbu

2P

rem

ixFa

ir8.

991

Kia

mbu

DD

410

A10

4D

B2

Sur

face

Dre

ssin

gFa

ir0.

569

15.9

5133

C63

(Kin

oo) t

o St

udy

Bor

der

Kia

mbu

DD

411

C63

B3

2E

arth

Fair

1.36

4K

iam

buD

D41

1C

63B

32

Gra

vel

Poo

r1.

871

Kia

mbu

DD

411

C63

B3

2S

urfa

ce D

ress

ing

Ver

y P

oor

2.07

35.

309

34C

61 (W

aita

ka) t

o C

63 (K

inoo

)N

airo

biD

D41

2C

61D

B K

iam

bu2

Pre

mix

Fair

5.59

7N

airo

biD

D41

2C

61D

B K

iam

bu2

Pre

mix

Fair

1.07

96.

676

A3

(Gat

uany

aga)

to D

521(

Kye

lei)

35Th

ika

DD

49D

521

A3

2G

rave

lG

ood

0.53

5Th

ika

DD

49D

521

A3

2E

arth

Fair

1.36

5Th

ika

DD

49D

521

A3

2G

rave

lFa

ir2.

776

4.67

536

C98

(kiv

anii)

to S

tudy

Bor

der :

C97

(Vyu

lya)

Mac

hako

sD

D51

8C

97C

982

Gra

vel

Fair

0.02

7M

acha

kos

DD

518

C97

C98

2G

rave

lFa

ir4.

268

Mac

hako

sD

D51

8C

97C

982

Gra

vel

Fair

1.44

15.

736

37A

109

(Luk

eya)

to C

99(M

itabo

ni)

Mac

hako

sD

D51

9A

109

C99

2E

arth

Poo

r5.

695

Mac

hako

sD

D51

9A

109

C99

2G

rave

lFa

ir15

.747

21.4

42

7/17

TAB

LE 4

.3-1

RO

AD

LE

NG

TH D

ATA

No.

DIS

TRIC

TC

LASS

NU

MFR

OM

TOLA

NES

SUR

FTYP

ESU

RFC

ON

DLE

NG

(KM

)SE

C T

OTA

L(K

M)

38C

98 (T

ala)

to E

489

(Mat

ungu

lu)

Mac

hako

sD

D52

0D

521

E48

72

Gra

vel

Ver

y P

oor

0.95

6M

acha

kos

DD

520

D52

1E

487

2G

rave

lP

oor

2.41

4M

acha

kos

DD

520

D52

1E

487

2G

rave

lV

ery

Poo

r2.

792

Mac

hako

sD

D52

0D

521

E48

72

Ear

thV

ery

Poo

r0.

014

Mac

hako

sD

D52

0D

521

E48

72

Ear

thP

oor

0.01

3M

acha

kos

DD

520

D52

1E

487

2E

arth

Poo

r1.

902

Mac

hako

sD

D52

0D

521

E48

72

Gra

vel

Fair

5.56

9M

acha

kos

DD

520

D52

1E

487

2E

arth

Ver

y P

oor

6.37

920

.038

39C

98 (T

ala)

to A

3 (G

atua

nyag

a)M

acha

kos

DD

521

C98

DB

2G

rave

lV

ery

Poo

r0.

408

Mac

hako

sD

D52

1C

98D

B2

Gra

vel

Fair

4.86

1M

acha

kos

DD

521

C98

DB

2G

rave

lV

ery

Poo

r1.

326

Mac

hako

sD

D52

1C

98D

B2

Gra

vel

Fair

2.93

9M

acha

kos

DD

521

C98

DB

2G

rave

lP

oor

0.86

8M

acha

kos

DD

521

C98

DB

2G

rave

lFa

ir1.

064

Mac

hako

sD

D52

1C

98D

B2

Gra

vel

Poo

r3.

210

Mac

hako

sD

D52

1C

98D

B2

Gra

vel

Fair

2.14

5M

acha

kos

DD

521

C98

DB

2G

rave

lP

oor

1.12

0M

acha

kos

DD

521

C98

DB

2G

rave

lP

oor

0.06

0M

acha

kos

DD

521

C98

DB

2G

rave

lFa

ir0.

080

Mac

hako

sD

D52

1C

98D

B2

Gra

vel

Fair

5.09

3M

acha

kos

DD

521

C98

DB

2G

rave

lP

oor

5.73

7M

acha

kos

DD

521

C98

DB

2G

rave

lP

oor

0.00

7M

acha

kos

DD

521

C98

DB

2G

rave

lP

oor

1.10

8Th

ika

DD

521

A3

BD

2G

rave

lFa

ir2.

668

32.6

9340

A10

4: S

tudy

BD

C58

(Kis

eria

n) C

60 to

stu

dy B

D :

D52

6K

ajia

doD

D52

3A

104

C58

2S

urfa

ce D

ress

ing

Poo

r22

.000

Kaj

iado

DD

523

C58

C60

2S

urfa

ce D

ress

ing

Poo

r9.

806

Kaj

iado

DD

523

C60

E41

82

Sur

face

Dre

ssin

gP

oor

0.15

0K

ajia

doD

D52

3E1

491

D52

62

Gra

vel

Fair

5.75

037

.706

41A

109

(Luk

enya

sou

th) t

o E

1809

: C99

Mac

hako

sD

D52

7A

109

C99

2G

rave

lFa

ir0.

012

Mac

hako

sD

D52

7A

109

C99

2G

rave

lFa

ir3.

631

Mac

hako

sD

D52

7A

109

C99

2G

rave

lG

ood

10.5

1014

.154

Tota

l D30

0.48

0

8/17

TAB

LE 4

.3-1

RO

AD

LE

NG

TH D

ATA

No.

DIS

TRIC

TC

LASS

NU

MFR

OM

TOLA

NES

SUR

FTYP

ESU

RFC

ON

DLE

NG

(KM

)SE

C T

OTA

L(K

M)

42A

104

(Olu

rot)

to D

523(

Sout

h K

eeko

nyok

ia)

Kaj

iado

EE

1480

D52

3A

104

1G

rave

lV

ery

Poo

r14

.476

Kaj

iado

EE

1480

D52

3A

104

1S

urfa

ce D

ress

ing

Fair

1.97

016

.446

43D

523

(Ngo

ng)

Kaj

iado

EE

1491

D52

3D

ead

End

2S

urfa

ce D

ress

ing

Fair

1.05

31.

053

44C

60 (

Olo

olua

) to

E702

Kaj

iado

EE

1492

C60

E70

21

Gra

vel

Fair

5.33

85.

338

45D

523

(Nka

imor

onay

) to

E702

Kaj

iado

EE

1493

D52

3E

702

2G

rave

lFa

ir6.

529

Kaj

iado

EE

1493

AE

1493

(W. E

nd)

E14

93 (E

. End

)1

Gra

vel

Fair

1.84

38.

371

46D

523

(Nka

imor

onay

) to

C58

(Ong

ata

Ron

gai)

Kaj

iado

EE

1494

D52

3C

581

Gra

vel

Poo

r4.

588

4.58

847

A10

4 (S

ettle

d A

rea)

to C

58 (O

ngat

a R

onga

i)K

ajia

doE

E14

95C

58A

104

2G

rave

lP

oor

3.55

0K

ajia

doE

E14

95C

58A

104

2G

rave

lP

oor

21.6

58K

ajia

doE

E14

95C

58A

104

2G

rave

lFa

ir2.

690

27.8

9848

C58

(Ong

ata

Ron

gai)

Kaj

iado

EE

1496

C58

E14

951

Gra

vel

Poo

r7.

403

Kaj

iado

EE

1496

C58

E14

951

Gra

vel

Poo

r1.

704

Kaj

iado

EE

1496

AE

1496

C58

1G

rave

lP

oor

1.16

2K

ajia

doE

E14

96A

E14

96C

581

Ear

thFa

ir0.

959

11.2

2949

C58

(Kis

eren

i) to

Stu

dy B

D (S

outh

Kee

kony

okie

) K

ajia

doE

E14

98C

58E

407

2G

rave

lFa

ir11

.800

11.8

0050

D41

1 (K

inoo

) E4

18 (N

gong

) Ngo

ngK

iam

buE

E14

99D

BD

411

2E

arth

Ver

y P

oor

2.32

7K

ajia

doE

E14

99A

E41

8D

ead

End

2G

rave

lG

ood

1.05

0K

ajia

doE

E14

99A

E41

8D

ead

End

2G

rave

lV

ery

Poo

r1.

614

Kaj

iado

EE

1499

AE

418

Dea

d E

nd2

Gra

vel

Exc

elle

nt2.

082

Kia

mbu

EE

1499

AE

1499

D41

11

Ear

thV

ery

Poo

r3.

022

Nai

robi

EE

1499

BD

BD

ead

End

2E

arth

Goo

d3.

062

Nai

robi

EE

1499

BD

BD

ead

End

2E

arth

Ver

y P

oor

1.11

314

.269

51M

ugug

aK

iam

buE

E15

01E

423

E42

22

Gra

vel

Fair

1.90

71.

907

52A

104

(Riro

ni)

Kia

mbu

EE

1504

D41

1A

104

2G

rave

lFa

ir8.

082

8.08

253

Kik

uyu

Kia

mbu

EE

1505

E42

2 (W

. End

)E

422

(E. E

nd)

2G

rave

lP

oor

1.88

01.

880

54M

ugug

aK

iam

buE

E15

06E

422

(S. E

nd)

E42

2 (N

. End

)2

Gra

vel

Poo

r2.

896

2.89

6

9/17

TAB

LE 4

.3-1

RO

AD

LE

NG

TH D

ATA

No.

DIS

TRIC

TC

LASS

NU

MFR

OM

TOLA

NES

SUR

FTYP

ESU

RFC

ON

DLE

NG

(KM

)SE

C T

OTA

L(K

M)

55C

63 (M

ugug

a)K

iam

buE

E15

07C

63 (S

. End

)C

63 (N

. End

)2

Sur

face

Dre

ssin

gP

oor

2.37

9K

iam

buE

E15

07C

63 (S

. End

)C

63 (N

. End

)2

Sur

face

Dre

ssin

gFa

ir0.

131

Kia

mbu

EE

1507

C63

(S. E

nd)

C63

(N. E

nd)

2G

rave

lP

oor

0.97

43.

484

56C

63 (K

inoo

) to

Stud

y B

orde

rK

iam

buE

E15

08D

411

C63

2S

urfa

ce D

ress

ing

Ver

y P

oor

3.42

63.

426

57A

104

(Oth

iru R

uthi

mitu

) to

C63

(Kab

ete)

Kia

mbu

EE

1509

A10

4D

410

2S

urfa

ce D

ress

ing

Poo

r1.

244

Kia

mbu

EE

1509

A10

4D

410

2G

rave

lP

oor

1.50

6K

iam

buE

E15

09D

410

C63

2G

rave

lP

oor

1.20

2K

iam

buE

E15

09D

410

C63

2G

rave

lFa

ir0.

439

4.39

158

Oth

iru R

uthi

mitu

Sou

thK

iam

buE

E15

10E

1509

D41

02

Sur

face

Dre

ssin

gV

ery

Poo

r0.

673

Kia

mbu

EE

1510

E15

09D

410

2S

urfa

ce D

ress

ing

Poo

r1.

601

2.27

459

Kab

ete

Kia

mbu

EE

1511

D41

0E

422

1E

arth

Poo

r1.

300

Kia

mbu

EE

1511

D41

0E

422

2S

urfa

ce D

ress

ing

Poo

r1.

160

2.46

060

Kiti

suru

Kia

mbu

EE

1512

E42

1D

B2

Gra

vel

Goo

d3.

990

3.99

061

A10

4（N

gech

a)K

iam

buE

E15

13A

104

E42

31

Gra

vel

Fair

0.99

2K

iam

buE

E15

13A

104

E42

31

Gra

vel

Fair

2.46

73.

460

62N

gech

aK

iam

buE

E15

14D

378

E42

52

Gra

vel

Poo

r4.

466

4.46

663

Nya

thun

aK

iam

buE

E15

15D

378

E42

12

Gra

vel

Ver

y P

oor

0.27

2K

iam

buE

E15

15D

378

E42

12

Sur

face

Dre

ssin

gV

ery

Poo

r0.

536

Kia

mbu

EE

1515

D37

8E

421

2G

rave

lP

oor

1.74

82.

556

64C

62 (N

yath

una)

Kia

mbu

EE

1516

E42

5C

622

Sur

face

Dre

ssin

gP

oor

1.66

21.

662

65C

62 (R

uaka

)K

iam

buE

E15

17D

408

C62

2E

arth

Poo

r0.

525

Kia

mbu

EE

1517

C63

D40

82

Ear

thP

oor

0.29

3K

iam

buE

E15

17D

408

C62

2E

arth

Fair

0.77

4K

iam

buE

E15

17C

63D

408

2E

arth

Fair

1.55

3K

iam

buE

E15

17C

63D

408

2E

arth

Poo

r2.

097

Kia

mbu

EE

1517

C63

D40

82

Ear

thFa

ir0.

373

Kia

mbu

EE

1517

AC

62D

ead

End

2E

arth

Poo

r2.

279

Kia

mbu

EE

1517

AC

62D

ead

End

1E

arth

Poo

r0.

185

8.07

9

10/1

7

TAB

LE 4

.3-1

RO

AD

LE

NG

TH D

ATA

No.

DIS

TRIC

TC

LASS

NU

MFR

OM

TOLA

NES

SUR

FTYP

ESU

RFC

ON

DLE

NG

(KM

)SE

C T

OTA

L(K

M)

66K

iam

baa

East

Kia

mbu

EE

1518

D40

7E

1519

1G

rave

lP

oor

3.59

5K

iam

buE

E15

18E

1519

E15

201

Gra

vel

Poo

r2.

244

Kia

mbu

EE

1518

E15

20D

406

1G

rave

lP

oor

0.36

4K

iam

buE

E15

18E

1520

D40

61

Gra

vel

Fair

1.61

27.

816

67C

63 (W

agut

hu)

Kia

mbu

EE

1519

D40

7E

1518

1G

rave

lV

ery

Poo

r1.

605

Kia

mbu

EE

1519

D40

7E

1518

1G

rave

lP

oor

0.49

0K

iam

buE

E15

19E

1518

C63

1G

rave

lP

oor

2.18

24.

277

68C

63 (N

dum

beri)

Kia

mbu

EE

1520

C63

D40

92

Sur

face

Dre

ssin

gFa

ir2.

545

Kia

mbu

EE

1520

C63

D40

92

Sur

face

Dre

ssin

gP

oor

1.62

3K

iam

buE

E15

20A

C63

(W. E

nd)

C63

(E. E

nd)

2S

urfa

ce D

ress

ing

Poo

r3.

080

7.24

769

Tigo

niK

iam

buE

E15

21E

423

E42

61

Ear

thFa

ir1.

336

Kia

mbu

EE

1521

E42

3E

426

1E

arth

Poo

r2.

860

Kia

mbu

EE

1521

E42

3E

426

2E

arth

Fair

3.17

67.

372

70K

arab

ain

Sout

hK

iam

buE

E15

22D

407

Dea

d E

nd1

Sur

face

Dre

ssin

gP

oor

1.92

4K

iam

buE

E15

22A

E42

3E

1522

1S

urfa

ce D

ress

ing

Poo

r1.

222

3.14

671

D39

9 to

Stu

dy B

DTh

ika

EE

1530

D39

9E

499

2G

rave

lG

ood

1.40

01.

400

72C

66 (T

hika

Mun

icip

ality

)Th

ika

EE

1534

E49

5C

662

Ear

thV

ery

Poo

r4.

101

4.10

173

A3

(Gat

uany

aga)

to A

2 E4

96 (J

uja)

Thik

aE

E15

35E

496

A3

1G

rave

lFa

ir2.

256

Thik

aE

E15

35E

496

A3

1G

rave

lP

oor

1.35

3Th

ika

EE

1535

E49

6A

32

Gra

vel

Fair

16.8

03Th

ika

EE

1535

E49

6A

32

Gra

vel

Fair

3.60

3Th

ika

EE

1535

E49

6A

32

Gra

vel

Goo

d7.

173

Thik

aE

E15

35E

496

A3

2G

rave

lFa

ir3.

233

34.4

2174

A 3

(Gat

uany

ga)

Thik

aE

E15

36E

1535

A3

2G

rave

lP

oor

1.87

1Th

ika

EE

1536

E15

35A

32

Gra

vel

Fair

1.33

3Th

ika

EE

1536

E15

35A

32

Gra

vel

Fair

3.99

67.

200

75C

67 (S

amur

u) to

Stu

dy B

D

Thik

aE

E15

51C

67C

672

Gra

vel

Goo

d9.

600

9.60

076

A3

(Stu

dy B

D)

Thik

aE

E15

97E

491

A3

2E

arth

Fair

2.90

02.

900

77A

3 (T

hika

Mun

icip

ality

) to

Stud

y B

DTh

ika

EE

1598

A3

E49

32

Sur

face

Dre

ssin

gP

oor

0.80

00.

800

11/1

7

TAB

LE 4

.3-1

RO

AD

LE

NG

TH D

ATA

No.

DIS

TRIC

TC

LASS

NU

MFR

OM

TOLA

NES

SUR

FTYP

ESU

RFC

ON

DLE

NG

(KM

)SE

C T

OTA

L(K

M)

78K

akuy

uni

Mac

hako

sE

E18

05D

518

E48

42

Ear

thP

oor

3.23

6M

acha

kos

EE

1805

D51

8E

484

2E

arth

Fair

0.01

7M

acha

kos

EE

1805

D51

8E

484

2E

arth

Fair

1.56

04.

813

79Lu

keny

a N

orth

Mac

hako

sE

E18

06E

434

D51

92

Ear

thV

ery

Poo

r0.

022

Mac

hako

sE

E18

06E

434

D51

92

Ear

thV

ery

Poo

r16

.624

16.6

4680

Kaw

athe

iM

acha

kos

EE

1818

E48

3 (S

. End

)E

483

(N. E

nd)

2E

arth

Fair

0.02

1M

acha

kos

EE

1818

E48

3 (S

. End

)E

483

(N. E

nd)

2E

arth

Fair

4.40

4M

acha

kos

EE

1818

E48

3 (S

. End

)E

483

(N. E

nd)

2E

arth

Fair

1.55

45.

979

81A

104

(Kat

ani)

to C

98 (R

uai)

Mac

hako

sE

E18

90A

104

KA

TAN

I2

Gra

vel

Goo

d10

.597

Mac

hako

sE

E18

90A

104

KA

TAN

I2

Ear

thG

ood

10.7

7121

.368

82C

58 (K

iser

eni)

Kaj

iado

EE

418

C58

E14

99A

2G

rave

lFa

ir13

.178

Kaj

iado

EE

418

E14

99A

D52

32

Sur

face

Dre

ssin

gG

ood

0.79

313

.971

83K

ikuy

uK

iam

buE

E42

0D

411

E42

22

Gra

vel

Fair

3.86

9K

iam

buE

E42

0D

411

E42

22

Gra

vel

Poo

r0.

446

Kia

mbu

EE

420

D41

1E

422

2G

rave

lFa

ir0.

178

4.49

384

Kab

ete

Kia

mbu

EE

421

C63

D37

82

Gra

vel

Fair

1.39

0K

iam

buE

E42

1C

63D

378

2G

rave

lP

oor

3.69

5K

iam

buE

E42

1E

425

C63

2S

urfa

ce D

ress

ing

Ver

y P

oor

2.08

5K

iam

buE

E42

1E

425

C63

2G

rave

lP

oor

0.27

57.

445

85M

ugug

aK

iam

buE

E42

2D

BC

632

Sur

face

Dre

ssin

gFa

ir0.

560

Kia

mbu

EE

422

DB

C63

2S

urfa

ce D

ress

ing

Poo

r1.

634

Kia

mbu

EE

422

E42

0E

422A

2G

rave

lP

oor

3.71

4K

iam

buE

E42

2C

63D

B2

Sur

face

Dre

ssin

gP

oor

1.13

1K

iam

buE

E42

2AE

422

(W. E

nd)

E42

2 (E

. End

)2

Sur

face

Dre

ssin

gFa

ir2.

209

9.24

886

C62

(Noe

cha)

to C

63 (M

ugug

a)K

iam

buE

E42

3C

63D

378

2G

rave

lFa

ir0.

153

Kia

mbu

EE

423

C63

D37

82

Gra

vel

Fair

1.26

6K

iam

buE

E42

3C

63D

378

2G

rave

lP

oor

0.48

8K

iam

buE

E42

3C

63D

378

2G

rave

lP

oor

6.65

9K

iam

buE

E42

3C

63D

378

1G

rave

lFa

ir0.

075

Kia

mbu

EE

423

C63

D37

82

Sur

face

Dre

ssin

gFa

ir0.

020

Kia

mbu

EE

423

D37

8C

622

Sur

face

Dre

ssin

gFa

ir1.

817

Kia

mbu

EE

423

C62

D40

72

Sur

face

Dre

ssin

gP

oor

3.57

2K

iam

buE

E42

3D

378

C62

2S

urfa

ce D

ress

ing

Poo

r0.

186

14.2

36

12/1

7

TAB

LE 4

.3-1

RO

AD

LE

NG

TH D

ATA

No.

DIS

TRIC

TC

LASS

NU

MFR

OM

TOLA

NES

SUR

FTYP

ESU

RFC

ON

DLE

NG

(KM

)SE

C T

OTA

L(K

M)

87A

104

(Oth

iru R

uthi

mitu

) To

C63

(Kin

oo)

Kia

mbu

EE

423A

C63

A10

42

Sur

face

Dre

ssin

gP

oor

3.23

5K

iam

buE

E42

3AC

63A

104

2E

arth

Fair

2.74

8K

iam

buE

E42

3AC

63A

104

2S

urfa

ce D

ress

ing

Poo

r0.

535

Kia

mbu

EE

423A

C63

A10

42

Ear

thP

oor

0.08

26.

600

88K

ihar

a to

Nge

cha

Kia

mbu

EE

425

C63

D40

82

Sur

face

Dre

ssin

gFa

ir6.

579

Kia

mbu

EE

425

D37

8C

632

Gra

vel

Poo

r5.

938

Kia

mbu

EE

425

D37

8C

632

Gra

vel

Fair

0.65

713

.174

89Ti

goni

Kia

mbu

EE

426

C62

D40

71

Sur

face

Dre

ssin

gP

oor

1.71

7K

iam

buE

E42

6C

62D

407

1S

urfa

ce D

ress

ing

Fair

2.99

34.

710

90C

iand

a to

Kar

abai

nK

iam

buE

E42

7D

409

D40

62

Sur

face

Dre

ssin

gP

oor

13.9

5213

.952

91K

arab

ain

Kia

mbu

EE

428

E42

7D

409

2G

rave

lFa

ir2.

032

Kia

mbu

EE

428

D40

7E

427

1S

urfa

ce D

ress

ing

Poo

r5.

085

7.11

792

Ikin

u (S

tudy

Are

a on

ly)

Kia

mbu

EE

431

D40

4C

642

Gra

vel

Fair

4.47

34.

473

93Th

inga

ng'a

Kia

mbu

EE

432

D40

4C

642

Sur

face

Dre

ssin

gFa

ir3.

816

Kia

mbu

EE

432

D40

4C

642

Sur

face

Dre

ssin

gP

oor

0.72

54.

540

94K

amiti

Kia

mbu

EE

433

C64

C63

2S

urfa

ce D

ress

ing

Poo

r1.

105

Kia

mbu

EE

433

C64

C63

2S

urfa

ce D

ress

ing

Ver

y P

oor

5.55

16.

656

95A

109

(Ath

i Riv

er) t

o C

98 (R

uai)

Mac

hako

sE

E43

4A

109

C98

2G

rave

lG

ood

10.5

75M

acha

kos

EE

434

A10

9C

982

Ear

thV

ery

Poo

r7.

104

Mac

hako

sE

E43

4A

109

C98

2E

arth

Ver

y P

oor

4.64

6M

acha

kos

EE

434

A10

9C

982

Ear

thV

ery

Poo

r0.

012

22.3

3796

A10

2 (R

uiru

) Th

ika

EE

435

D39

9A

2N1

Sur

face

Dre

ssin

gFa

ir0.

096

Thik

aE

E43

5D

399

A2N

1G

rave

lFa

ir3.

353

Thik

aE

E43

5D

399

A2N

1E

arth

Fair

0.95

0Th

ika

EE

435

D39

9A

2N1

Ear

thP

oor

0.75

8Th

ika

EE

435

D39

9A

2N2

Ear

thFa

ir1.

494

Thik

aE

E43

5D

399

A2N

2G

rave

lG

ood

1.80

18.

452

13/1

7

TAB

LE 4

.3-1

RO

AD

LE

NG

TH D

ATA

No.

DIS

TRIC

TC

LASS

NU

MFR

OM

TOLA

NES

SUR

FTYP

ESU

RFC

ON

DLE

NG

(KM

)SE

C T

OTA

L(K

M)

97C

98 (N

gulu

ni)

Mac

hako

sE

E47

4C

99C

982

Gra

vel

Fair

0.01

5M

acha

kos

EE

474

C99

C98

2G

rave

lFa

ir0.

554

Mac

hako

sE

E47

4C

99C

982

Gra

vel

Poo

r1.

239

Mac

hako

sE

E47

4C

99C

982

Gra

vel

Fair

1.27

8M

acha

kos

EE

474

C99

C98

2G

rave

lV

ery

Poo

r1.

217

Mac

hako

sE

E47

4C

99C

982

Gra

vel

Ver

y P

oor

5.13

6M

acha

kos

EE

474

C99

C98

2G

rave

lV

ery

Poo

r0.

010

9.44

998

C99

(Kaw

athe

i)M

acha

kos

EE

483

C99

D51

82

Gra

vel

Goo

d5.

228

Mac

hako

sE

E48

3C

99D

518

2G

rave

lP

oor

1.36

6M

acha

kos

EE

483

C99

D51

82

Gra

vel

Goo

d2.

984

Mac

hako

sE

E48

3C

99D

518

2E

arth

Fair

0.15

0M

acha

kos

EE

483

C99

D51

82

Ear

thG

ood

5.04

9M

acha

kos

EE

483

C99

D51

82

Ear

thG

ood

0.02

014

.798

99K

akuy

uni

Mac

hako

sE

E48

4D

519

E48

32

Sur

face

Dre

ssin

gP

oor

5.69

15.

691

100

C98

(Tal

a) to

Kan

zaru

Mac

hako

sE

E48

5C

98 (W

. End

)C

98 (E

. End

)2

Ear

thFa

ir1.

473

Mac

hako

sE

E48

5C

98 (W

. End

)C

98 (E

. End

)2

Ear

thV

ery

Poo

r0.

010

Mac

hako

sE

E48

5C

98 (W

. End

)C

98 (E

. End

)2

Ear

thP

oor

4.30

8M

acha

kos

EE

485

C98

(W. E

nd)

C98

(E. E

nd)

2E

arth

Ver

y P

oor

0.24

5M

acha

kos

EE

485

C98

(W. E

nd)

C98

(E. E

nd)

2E

arth

Fair

0.82

5M

acha

kos

EE

485

C98

(W. E

nd)

C98

(E. E

nd)

2E

arth

Ver

y P

oor

1.35

5M

acha

kos

EE

485

D52

1C

982

Ear

thP

oor

2.22

4M

acha

kos

EE

485

D52

1C

982

Ear

thV

ery

Poo

r0.

015

Mac

hako

sE

E48

5D

521

C98

2E

arth

Fair

0.88

6M

acha

kos

EE

485

D52

1C

982

Ear

thV

ery

Poo

r9.

862

Mac

hako

sE

E48

5AD

521

E48

52

Ear

thP

oor

2.79

423

.997

101

Kan

zavi

Mac

hako

sE

E48

9D

521

D52

02

Ear

thV

ery

Poo

r5.

526

Mac

hako

sE

E48

9D

521

D52

02

Ear

thP

oor

0.73

0M

acha

kos

EE

489

D52

1D

520

2E

arth

Ver

y P

oor

0.22

3M

acha

kos

EE

489

D52

1D

520

2E

arth

Poo

r1.

573

Mac

hako

sE

E48

9D

521

D52

02

Ear

thFa

ir0.

021

Mac

hako

sE

E48

9D

521

D52

02

Ear

thFa

ir2.

130

Mac

hako

sE

E48

9D

521

D52

02

Ear

thP

oor

0.53

7M

acha

kos

EE

489

D52

1D

520

2E

arth

Poo

r0.

017

Mac

hako

sE

E48

9D

521

D52

02

Ear

thFa

ir0.

012

Mac

hako

sE

E48

9D

521

D52

02

Ear

thFa

ir0.

512

Mac

hako

sE

E48

9D

521

D52

02

Ear

thFa

ir0.

021

Mac

hako

sE

E48

9D

521

D52

02

Ear

thP

oor

6.13

317

.433

14/1

7

TAB

LE 4

.3-1

RO

AD

LE

NG

TH D

ATA

No.

DIS

TRIC

TC

LASS

NU

MFR

OM

TOLA

NES

SUR

FTYP

ESU

RFC

ON

DLE

NG

(KM

)SE

C T

OTA

L(K

M)

102

A2

(Juj

a) T

o St

udy

BD

Thik

aE

E49

5A

2SC

662

Gra

vel

Fair

11.2

0011

.200

103

A2

(Juj

a E1

535)

To

Stud

y B

DTh

ika

EE

496

A2N

C64

1P

rem

ixG

ood

0.64

80.

648

104

C60

(Olo

olua

) To

C58

(Nka

imor

onya

)K

ajia

doE

E70

2C

60C

581

Gra

vel

Poo

r7.

353

Kaj

iado

EE

702

C60

C58

1G

rave

lFa

ir2.

817

Kaj

iado

EE

702

C60

C58

1G

rave

lP

oor

2.70

512

.875

Tota

l E53

2.58

6

15/1

7

TAB

LE 4

.3-1

RO

AD

LE

NG

TH D

ATA

No.

DIS

TRIC

TC

LASS

NU

MFR

OM

TOLA

NES

SUR

FTYP

ESU

RFC

ON

DLE

NG

(KM

)SE

C T

OTA

L(K

M)

105

Cia

nda

Kia

mbu

GG

11D

409

Dea

d E

nd2

Ear

thP

oor

0.53

8K

iam

buG

G11

AG

11B

C63

2E

arth

Fair

0.46

8K

iam

buG

G11

BG

6D

ead

End

2G

rave

lFa

ir0.

295

1.30

110

6Ti

goni

Kia

mbu

GG

13E

426

Dea

d E

nd2

Ear

thFa

ir1.

246

Kia

mbu

GG

13A

G13

Dea

d E

nd2

Ear

thP

oor

0.65

61.

902

107

Kah

awa

Kia

mbu

GG

2D

400

LOO

P2

Sur

face

Dre

ssin

gFa

ir0.

097

Kia

mbu

GG

2D

400

LOO

P2

Gra

vel

Fair

0.10

8K

iam

buG

G2

D40

0LO

OP

2G

rave

lFa

ir0.

349

Kia

mbu

GG

2D

400

LOO

P2

Gra

vel

Fair

2.28

6K

iam

buG

G2A

G2

Dea

d E

nd2

Gra

vel

Fair

0.77

1K

iam

buG

G2B

G2A

G2

2G

rave

lFa

ir0.

591

Kia

mbu

GG

2CG

2 (S

. End

)G

2 (N

. End

)2

Gra

vel

Fair

0.82

8K

iam

buG

G2D

G2

Dea

d E

nd2

Ear

thFa

ir0.

204

Kia

mbu

GG

2EG

2D

ead

End

2E

arth

Fair

1.14

66.

380

108

Thik

a M

unic

ipal

ityTh

ika

GG

3203

A3

THIK

A-H

IGH

-SC

H2

Sur

face

Dre

ssin

gP

oor

1.32

54Th

ika

GG

3203

A3

THIK

A-H

IGH

-SC

H2

Ear

thP

oor

0.15

66Th

ika

GG

3204

G32

03TH

IKA

-TE

CH

2S

urfa

ce D

ress

ing

Poo

r0.

9771

Thik

aG

G32

05G

3204

HO

SP

ITA

L2

Sur

face

Dre

ssin

gFa

ir0.

2403

Thik

aG

G32

05G

3204

HO

SP

ITA

L2

Gra

vel

Fair

0.39

713.

097

109

Kia

mba

a S/

Are

aK

iam

buG

G6

D40

9H

OS

PIT

AL

2S

urfa

ce D

ress

ing

Fair

0.21

5K

iam

buG

G6

D40

9H

OS

PIT

AL

2G

rave

lFa

ir0.

261

0.47

611

0Li

mur

uK

iam

buG

G7

D40

9D

. OFF

ICE

2S

urfa

ce D

ress

ing

Goo

d0.

465

0.46

511

1K

iam

baa

Kia

mbu

GG

9C

63 (W

. End

)C

63 (E

. End

)2

Sur

face

Dre

ssin

gFa

ir0.

915

0.91

5To

tal G

14.5

35

16/1

7

TAB

LE 4

.3-1

RO

AD

LE

NG

TH D

ATA

No.

DIS

TRIC

TC

LASS

NU

MFR

OM

TOLA

NES

SUR

FTYP

ESU

RFC

ON

DLE

NG

(KM

)SE

C T

OTA

L(K

M)

112

Kiv

aani

Mac

hako

sR

R10

C98

C10

02

Gra

vel

Fair

6.20

06.

200

113

Kik

uyu

Kia

mbu

RR

21E

422

R21

A2

Gra

vel

Poo

r3.

349

Kia

mbu

RR

21A

E42

2E

1506

1G

rave

lP

oor

1.18

64.

534

114

Riro

niK

iam

buR

R22

E15

04R

242

Gra

vel

Fair

1.95

61.

956

115

Riro

niK

iam

buR

R24

R22

A10

42

Gra

vel

Poo

r2.

755

2.75

511

6K

ikuy

uK

iam

buR

R25

E42

2R

281

Ear

thP

oor

2.35

0K

iam

buR

R25

E42

2R

282

Ear

thP

oor

0.58

7K

iam

buR

R25

E42

2R

281

Ear

thP

oor

2.63

5K

iam

buR

R25

R28

E15

041

Ear

thP

oor

0.83

2K

iam

buR

R25

E15

04R

222

Ear

thFa

ir0.

891

7.29

511

7K

yele

niM

acha

kos

RR

27D

521

D52

12

Gra

vel

Fair

12.0

37M

acha

kos

RR

27D

521

D52

12

Gra

vel

Fair

0.01

0M

acha

kos

RR

27D

521

D52

12

Gra

vel

Ver

y P

oor

14.0

39M

acha

kos

RR

27D

521

D52

12

Gra

vel

Ver

y P

oor

0.00

726

.092

118

Kik

uyu

Kia

mbu

RR

28R

20A

E15

041

Ear

thP

oor

0.51

2K

iam

buR

R28

R20

R20

A1

Ear

thP

oor

0.76

7K

iam

buR

R28

R20

AE

1504

2G

rave

lFa

ir1.

328

Kia

mbu

RR

28E

1504

A10

41

Gra

vel

Fair

0.83

5K

iam

buR

R28

R20

AE

1504

2E

arth

Poo

r1.

685

5.12

711

9R

uaka

Kia

mbu

RR

42C

63D

ead

End

1G

rave

lFa

ir1.

780

Kia

mbu

RR

42C

63D

ead

End

1G

rave

lP

oor

1.55

83.

338

Tota

l R57

.297

110

Ngo

ngK

ajia

doU

Unk

-1C

60D

ead

End

2E

arth

Goo

d4.

767

Kia

mbu

UU

nk-1

D40

1D

ead

End

2E

arth

Ver

y P

oor

1.09

55.

862

Tota

l Unk

5.86

2S

peci

al P

urpo

ses

77.6

94To

tal

1,42

2.13

8

17/1

7

TAB

LE 4

.3-2

MO

PW

H C

LAS

SIF

IED

RO

AD

S IN

STU

DY

AR

EA

Sum

mar

yR

oad

Leng

th (K

m)

Stu

dy A

rea

Nai

robi

City

A17

7.64

312

.5%

A40

.328

B3.

962

0.3%

B3.

962

C32

9.77

323

.2%

C11

8.40

4D

300.

480

21.1

%D

35.8

52E

532.

586

37.4

%E

4.17

5S

P(G

/R/U

nk)

77.6

945.

5%20

2.72

1To

tal

1422

.138

100%

G14

.535

1.0%

R57

.297

4.0%

Unk

5.86

20.

4%

Roa

d N

umbe

rsA

4B

1C

15D

21E

63G

7R

8U

nk1

Tota

l12

0S

P(G

/R/U

nk)

16

TABLE 4.3-3 MPWH CLASSIFIED ROADS IN STUDY AREA

Mombasa RoadNairobi A A104 DB Machakos Start of Dual C 1.166 1.166Uhuru Highway/Waiyaki WayNairobi A A104N A104 B10 1.184 Nairobi CityNairobi A A104N B10 C89 2.188Nairobi A A104N C58 C61 central 8.190Nairobi A A104N C58 C61 central 0.021Nairobi A A104N C58 C61 central 0.169Nairobi A A104N C58 C61 central 0.212Nairobi A A104N C58 C61 central 1.159Nairobi A A104N C61 central C61 north 13.820Nairobi A A104N C61 north DB Kiambu 1.213 28.156

29.322Thika RoadNairobi A A2S A2 Muthaiga C59 3.516 Nairobi cItyNairobi A A2S C59 C59 0.095Nairobi A A2S C59 DB Thika 7.391Nairobi A A2S Pangani DB Thika 0.004 11.006

Airport RoadNairobi B B10E A104S C59 1.632Nairobi B B10E C59 JKIA 0.286Nairobi B B10W A104N A104S 0.442Nairobi B B10W A104S C59 1.270Nairobi B B10W C59 JKIA 0.332 3.962

Total B 3.962Magadi RoadNairobi C C58 DB Kajiado C63 3.303Nairobi C C58 DB Kajiado C63 1.415Nairobi C C58 C63 C58N 1.833 6.551Langata RoadNairobi C C58S C58 Mb RdN 4.751Nairobi C C58S Mb Rd A104N 1.539Nairobi C C58S A104N A104S 0.049 6.339

Nairobi C Mb RdN C58 C61 2.951Nairobi C Mb RdN C58 C61 0.084Nairobi C Mb RdS C58 C61 2.931 5.966Outer Ring RoadNairobi C C59 B10E C89 2.738Nairobi C C59 B10E C89 0.130Nairobi C C59 C89 C98 5.958Nairobi C C59 C89 C98 1.324Nairobi C C59 B10 A2 0.053Nairobi C C59 C98 A2N 2.861Nairobi C C59 A2S A2N 0.104Nairobi C C59 C59 C59 0.135Nairobi C C59 A2N A2S 0.096 13.399Ngong RoadNairobi C C60 A104 D523 3.458Nairobi C C60 A104 DB Kajiado 5.656Nairobi C C60 A104 DB Kajiado 0.028Nairobi C C60 A104 DB Kajiado 1.408 10.550Naivasha Road/Ngong RoadNairobi C C61 A104 C60 3.606Nairobi C C61 Mbagathi Rd C60 0.763Nairobi C C61 A104 Mbagathi Rd 2.176Nairobi C C61 C60 A104 7.211Nairobi C C61 C60 A104 13.756

1/2

TABLE 4.3-3 MPWH CLASSIFIED ROADS IN STUDY AREA

Limuru RoadNairobi C C62 FOREST ROAD DB KIAMBU 10.185 10.185

Nairobi C C63 C68 D412 7.384Nairobi C C63 C60 D412 6.458 13.842

Airport North RoadNairobi C C89 A104 DB 1.560Nairobi C C89 A104 APTC 0.921Nairobi C C89 A104 APTC 7.032 9.5130

Koma Rock RoadNairobi C C98 C59 DB 2.758Nairobi C C98 C59 DB 1.694Nairobi C C98 C59 DB 20.280 24.732

Nairobi C JUJA C59 PANGANINairobi C JUJA C59 PANGANI 3.571 3.571

C98 (Njiru) A2 ( Githurai) to C63 (Kahawa) Nairobi D D400 C98 A2 5.513Nairobi D D400 C98 A2 2.465Nairobi D D400 C98 DB Kiambu 0.149Nairobi D D400 A2 DB Kiambu 4.671 12.798

D400 (Githurai) C64 (Kambaa S/Area)) C63 (Riabai) to Study Border (Karanbaini) D407 to A104(Limuru) Nairobi D D409 D400 C64 7.387

A104 (Parkland) to C63 (Kabete)Nairobi D D410 A104 DB Kiambu 8.991

C61 (Waitaka) to C63 (Kinoo)Nairobi D D412 C61 DB Kiambu 5.597Nairobi D D412 C61 DB Kiambu 1.079 6.676

D411 (Kinoo) E418 (Ngong) NgongNairobi E E1499B DB Dead End 3.062Nairobi E E1499B DB Dead End 1.113 4.175

2/2

TAB

LE 4

.3-4

(1) R

OA

D IN

VEN

TOR

Y IN

DA

GO

RET

TI

RO

AD

INVE

NTO

RY

AR

EA:

Nai

robi

ZON

E: D

agor

etti

GIB

B A

FRIC

A

Uni

que

RO

AD

CO

DE

Sec

tion

Ave

.R

oad

type

Roa

d C

lass

urba

n or

rura

lP

ublic

Tran

spor

tR

oute

Car

riage

way

cond

ition

She

et N

o.

or li

nkW

idth

(pav

ed/

(H/P

/D/L

/A/

CR

oad

nam

e or

num

ber

AB

C {a

bcd}

leng

thun

pave

d)(U

/R)

(B/M

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B/F

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oret

ti R

d. R

2N

CC

000

1K

ar. R

dW

an. R

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000.

210.

213.

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(E)

AU

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gem

i Rd

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CC

000

2W

ai. W

ayK

an. R

d0.

001.

151.

153.

30P

AU

MB

0002

03. K

ange

mi R

d. B

NC

C 0

003

Kan

. Rd

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000.

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. Rd

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0.00

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13. K

awan

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17. K

awan

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22. M

t. V

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. Rd

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26. M

t. V

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. Rd.

13

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27. M

t. V

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. Rd.

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C 0

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0.15

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UF

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28. M

t. V

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. Rd.

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ai. W

ayM

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001.

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29. M

t. V

iew

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. Rd.

3N

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002

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.V.E

. Rd

2M

.V.E

. Rd

40.

000.

170.

175.

20P

AU

F00

2930

. Mt.

Vie

w E

st. R

d. 4

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C 0

030

M.V

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d 3

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0.00

0.08

0.08

6.10

PC

UF

0030

31. M

t. V

iew

Est

. Rd.

5N

CC

003

1M

.V.E

. Rd

2E

nd0.

000.

260.

265.

20P

CU

F00

31

Sec

tion

or li

nkS

ectio

n or

link

desc

riptio

nch

aina

ge(k

m)

(x.x

x)

Pag

e 1

of 2

TAB

LE 4

.3-4

(1) R

OA

D IN

VEN

TOR

Y IN

DA

GO

RET

TI

RO

AD

INVE

NTO

RY

AR

EA:

Nai

robi

ZON

E: D

agor

etti

GIB

B A

FRIC

A

Uni

que

RO

AD

Sec

tion

Ave

.R

oad

type

Roa

d ur

ban

orru

ral

Pub

licTr

ansp

ort

Car

riage

way

S

heet

no.

or li

nkW

idth

(pav

ed/

Cla

ssC

ondi

tion

Roa

d na

me

or n

umbe

rA

BC

{abc

d}le

ngth

unpa

ved)

(H/P

/D/

(U/R

)(B

/M/T

)S

tart

End

Sta

rtE

nd(k

m)

(x.x

)(m

) (x

.x)

L/A

/C)

B/F

/G(fr

om)

(to)

(from

)(to

)(P

/U)

32. M

t. V

iew

Est

. Rd

6N

CC

003

2M

.V.E

. Rd

2E

nd0.

000.

300.

305.

80P

CU

MF

0032

33. M

t. V

iew

Est

. Rd

7N

CC

003

3M

.V.E

. Rd

6M

.V.E

. Rd

50.

000.

630.

635.

90P

AU

MF

0033

34. M

t. V

iew

Est

. Rd

8N

CC

003

4M

.V.E

. Rd

2M

.V.E

. Rd1

00.

000.

160.

165.

50P

LU

F00

3435

. Mt.

Vie

w E

st. R

d 9

NC

C 0

035

M.V

.E. R

d 8

End

0.00

0.07

0.07

5.30

PC

UF

0035

36. R

. Sat

ellit

e R

d A

NC

C 0

036

Kin

. Rd.

Kin

. Rd

0.00

0.44

0.44

5.00

PA

UF

0036

37. R

. Sat

ellit

e R

d B

NC

C 0

037

Kab

. Rd

Nai

v. R

d0.

000.

400.

404.

40P

UF

0037

R. S

atel

lite

Rd.

BN

CC

003

7K

ab. R

dN

aiv.

Rd

0.40

1.02

0.62

4.40

U(G

)U

B00

3738

. R. S

atel

lite

Rd

CN

CC

003

8K

in. R

d.R

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Rd

D0.

000.

130.

135.

00P

AU

F00

3839

. R. S

atel

lite

Rd

DN

CC

003

9N

aiv.

Rd

R.S

. R

d C

0.00

0.12

0.12

4.80

U(G

)U

B00

3940

. Dag

oret

ti H

s. R

dN

CC

004

0K

ik. R

dK

ar. R

d0.

000.

360.

365.

30P

AU

F00

4041

. Gith

iora

Roa

dN

CC

004

1N

aiv.

Rd

MM

. Brg

.0.

000.

440.

444.

00U

(E)

UB

0041

42. K

abiri

a R

oad

NC

C 0

042

Dag

. Rd

Kin

. Rd

0.00

1.44

1.44

5.00

PA

UB

F00

42

K

abiri

a R

oad

NC

C 0

042

Dag

. Rd

Kin

. Rd

1.44

6.82

5.38

5.00

U(G

)A

UB

B00

4243

. Kan

gem

i Byp

ass

NC

C 0

043

Wai

. Way

Wai

. Way

0.00

0.59

0.59

4.30

PA

UB

F00

4344

. Kar

iudi

ni R

oad

NC

C 0

044

Nai

v. R

dK

ar. R

d0.

000.

600.

605.

00P

UF

0044

45. K

arug

u R

oad

NC

C 0

045

Dag

Hs.

Rd

Rut

. P

S0.

000.

540.

543.

20P

AU

F00

45

K

arug

u R

oad

NC

C 0

045

Dag

Hs.

Rd

Rut

. P

S0.

541.

711.

173.

20U

(E)

AU

F00

4546

. Kaw

angw

are

Roa

dN

CC

004

6N

aiv.

Rd

Git.

Rd

0.00

0.39

0.39

4.00

U(E

)A

UM

B00

4647

. Kih

umbu

ini S

ch. R

d.N

CC

004

7K

an. R

d G

Kih

. Sch

.0.

000.

050.

056.

40P

AU

F00

4748

. Kik

uyu

Roa

dN

CC

004

8D

ag. M

kt.

Nai

v. R

d0.

005.

705.

706.

40P

LU

BF

0048

49. K

inya

njui

Roa

dN

CC

004

9N

aiv.

Rd

Nai

v. R

d0.

001.

871.

874.

00P

AU

MF

0049

50. N

aiva

sha

Roa

dN

CC

005

0N

go. R

dC

ity B

0.00

6.05

6.05

6.80

PP

UB

F00

5051

. Ndw

aru

Roa

dN

CC

005

1K

ik. R

dN

aiv.

Rd

0.00

2.20

2.20

3.30

PA

UF

0051

52. N

gong

Roa

dN

CC

005

2Fo

r. S

tN

aiv.

Rd

0.00

3.42

3.42

6.30

PU

BF

0052

53. N

goth

o R

oad

NC

C 0

053

Kin

. Rd.

Kab

. Rd

0.00

1.34

1.34

5.00

PA

UM

F00

5354

. Wai

thak

a C

rese

ntN

CC

005

4K

ik. R

dK

ik. R

d0.

001.

001.

003.

30P

AU

F00

5455

. Wan

gai R

oad

NC

C 0

055

Kag

. PS

Dag

. HS

0.00

1.00

1.00

3.50

U(E

)A

UB

0055

56. W

anye

e R

oad

NC

C 0

056

Ngo

t. R

d.N

aiv.

Rd

0.00

1.60

1.60

5.00

PA

UB

F00

56

(km

) (x

.xx)

Sec

tion

or li

nkS

ectio

n or

link

desc

riptio

nch

aina

ge

Pag

e 2

of 2

TAB

LE 4

.3-4

(2) R

OA

D IN

VEN

TOR

Y IN

EM

BA

KA

SIR

OA

D IN

VEN

TOR

YA

REA

: N

airo

biZO

NE:

Em

baka

siG

IBB

AFR

ICA

Uni

que

Sec

tion

Ave

.R

oad

type

Roa

d U

rban

or

Pub

licC

arria

gew

ay

She

et n

o.ro

ad c

ode

or li

nkW

idth

(pav

ed/

Cla

ssR

ural

Tran

spor

tC

ondi

tion

Roa

d na

me

or n

umbe

rle

ngth

unpa

ved)

(H/P

/D/

Rou

teA

BC

Sta

rtE

ndS

tart

End

(km

) (x

.x)

(m)

(x.x

)L/

A/C

)(U

/R)

(B/M

/T)

B/F

/G(a

bcd)

(from

)(to

)(fr

om)

(to)

(P/U

)57

. Em

baka

si V

il. R

d. A

NC

C 0

057

Em

b. R

dE

mb.

Rd

0.00

0.23

0.23

4.00

PA

UM

F00

5758

. Em

baka

si V

il. R

d. B

NC

C 0

058

Em

b. R

dE

mb.

Rd

0.00

0.31

0.31

4.00

PA

UM

F00

5859

. Em

baka

si V

il. R

d. C

NC

C 0

059

Em

b. R

dE

nd0.

000.

330.

333.

50P

CU

F00

5960

. Em

baka

si V

il. R

d D

NC

C 0

060

E.V

il. R

d C

Em

b. R

d0.

000.

220.

224.

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UF

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61. V

illa

Fran

ca R

d. 1

NC

C 0

061

Ent

. Rd

Msa

. Rd

0.00

0.75

0.75

6.70

PD

UM

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66. V

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68. V

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190.

194.

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U(E

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Rd.

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C 0

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V/F

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0.00

0.69

0.69

4.00

U(E

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71. V

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6.90

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7273

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ort S

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pt. N

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4.35

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75. E

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76. E

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415

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PH

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F00

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pt. N

. Rd

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0.00

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3.22

7.40

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B00

78

(km

) (x

.xx)

desc

riptio

nch

aina

geS

ectio

n or

link

Sec

tion

or li

nk

TAB

LE 4

.3-4

(3) R

OA

D IN

VEN

TOR

Y IN

KA

MU

KU

NJI

RO

AD

INVE

NTO

RY

AR

EA:

Nai

robi

ZON

E: K

amuk

unji

GIB

B A

FRIC

A

Uni

que

Sec

tion

Ave

.R

oad

type

Roa

d U

rban

or

Pub

licC

arria

gew

ayS

heet

No.

road

cod

eor

link

Wid

th(p

aved

/C

lass

Rur

alTr

ansp

ort

Con

ditio

nR

oad

nam

e or

num

ber

leng

thun

pave

d)(H

/P/D

/R

oute

AB

CS

tart

End

Sta

rtE

nd(k

m)

(x.x

)(m

) (x

.x)

L/A

/C)

(U/R

)(B

/M/T

)B

/F/G

(abc

d)(fr

om)

(to)

(from

)(to

)(P

/U)

79. 2

nd S

t.-Ju

ja R

oad

P.O

NC

C 0

079

2 S

t. E

st.

Ju. R

d. P

O0.

000.

060.

064.

00P

UF

0079

"

NC

C 0

079

2 S

t. E

st.

Ju. R

d. P

O0.

060.

230.

174.

00U

(E)

UF

0079

80. A

di-M

afud

udu

Rd.

NC

C 0

080

Adi

Rd.

Muf

. Rd

0.00

0.29

0.29

5.50

PU

MF

0080

81. A

di-W

angu

Rd.

NC

C 0

081

Adi

Rd.

Wan

. Rd

0.00

0.44

0.44

5.10

PA

UM

F00

8182

. Bah

ati R

d. 1

0N

CC

008

2R

am. R

dR

d. 9

0.00

0.13

0.13

4.60

PU

F00

8283

. Bah

ati R

d. 9

NC

C 0

083

Ram

. Rd

Bah

. Cre

.0.

000.

200.

206.

90P

UB

0083

84. D

igo-

K/K

unji

Rd.

NC

C 0

084

Dig

. Rd

Kam

. Rd.

0.00

0.28

0.28

4.80

PU

B00

8485

. Eas

tleig

h R

d. 7

NC

C 0

085

1 A

v. E

as.

Ol.

S. S

t.0.

000.

780.

784.

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AU

MB

0085

86. E

astle

igh

Rd.

8N

CC

008

617

St.

Eas

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d. 7

0.00

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0.28

5.80

PA

UM

F00

8687

. Jog

oo-S

akw

a R

d.N

CC

008

7Jo

g. R

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ak. R

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000.

300.

308.

00P

UM

B00

8788

. K/K

unji-

Sak

wa

Rd.

NC

C 0

088

Kam

. Rd

Sak

. Rd

0.00

0.22

0.22

6.00

PU

MF

0088

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ak. R

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220.

530.

316.

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UF

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89. F

r. B

uru

Bur

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CC

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9N

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ab. R

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000.

190.

194.

90P

UB

0089

90. F

r. H

eshi

ma

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13

NC

C 0

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Hes

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Wan

. Rd

0.00

0.52

0.52

5.40

PU

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91. F

r. A

/For

ce F

ence

NC

C 0

091

A/F

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0.00

0.33

0.33

4.00

U(E

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UM

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9192

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Bah

ati C

rc. 1

1N

CC

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ah. C

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ane

0.00

0.24

0.24

4.30

PU

MB

0092

93. F

r. B

ahat

i Rd.

12

NC

C 0

093

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. Cr.

Mba

. Rd.

0.00

0.35

0.35

4.40

PU

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94. F

r. M

arim

bi S

t. R

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NC

C 0

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0.00

0.08

0.08

4.80

PC

UB

0094

95. F

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arim

bi S

t. R

d. 2

NC

C 0

095

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0.00

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0.11

4.70

PC

UB

0095

96. F

r. M

arim

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t. R

d. 3

NC

C 0

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0.00

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0.14

4.70

PC

UB

0096

97. F

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arim

bi S

t. R

d. 4

NC

C 0

097

Mar

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0.00

0.16

0.16

4.70

PC

UB

0097

98. F

r. M

arim

bi S

t. R

d. 5

NC

C 0

098

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0.00

0.15

0.15

4.70

PC

UB

0098

99. F

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s S

t. R

d. 2

8N

CC

009

9M

um. S

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000.

610.

615.

20P

CU

MB

0099

100.

11t

h S

treet

NC

C 0

100

1 A

v. E

as.

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0.00

0.33

0.33

6.40

PC

UM

B01

0010

1. 1

2th

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CC

010

11

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000.

320.

325.

40P

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MF

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102.

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NC

C 0

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2 A

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as.

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Mow

0.00

0.14

0.14

9.20

PA

UB

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0210

3. 1

4th

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CC

010

31

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0.00

0.25

0.25

10.9

0U

(E)

AU

B01

0310

4. 1

7th

Stre

etN

CC

010

4R

d. 8

18th

St.

0.00

0.30

0.30

6.70

PA

UF

0104

"

NC

C 0

104

Rd.

818

th S

t.0.

300.

550.

256.

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AU

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5. 1

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51

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6. 1

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CC

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2 G

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0.00

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0.97

8.30

PL

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7. 1

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gh (2

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CC

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221

03 U

C0.

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131.

138.

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LU

BB

0106

108.

1st

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NC

C 0

108

2103

Juja

. Rd.

0.00

1.00

1.00

8.30

PL

UB

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06

(km

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Sec

tion

or li

nkS

ectio

n or

link

desc

riptio

nch

aina

ge

Pag

e 1

of 5

TAB

LE 4

.3-4

(3) R

OA

D IN

VEN

TOR

Y IN

KA

MU

KU

NJI

RO

AD

INVE

NTO

RY

AR

EA:

Nai

robi

ZON

E: K

amuk

unji

GIB

B A

FRIC

A

Uni

que

Sec

tion

Ave

.R

oad

type

Roa

d U

rban

or

Pub

licC

arria

gew

ay

She

et n

o.ro

ad c

ode

or li

nkW

idth

(pav

ed/

Cla

ssR

ural

Tran

spor

tC

ondi

tion

Roa

d na

me

or n

umbe

rle

ngth

unpa

ved)

(H/P

/D/

Rou

teA

BC

Sta

rtE

ndS

tart

End

(km

) (x

.x)

(m)

(x.x

)L/

A/C

)(U

/R)

(B/M

/T)

B/F

/G(a

bcd)

(from

)(to

)(fr

om)

(to)

(P/U

)10

9. 2

nd A

ve. E

/Lei

gh (1

)N

CC

010

9Ju

ja R

d.E

nd0.

001.

451.

459.

20P

CU

BB

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110.

2nd

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(2)

NC

C 0

110

0.00

0.40

0.40

9.20

PL

UB

B01

0811

1. 2

nd S

t. E

/Lei

ghN

CC

011

11

Av.

Eas

.E

nd0.

000.

250.

257.

10P

CU

F01

09

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CC

011

11

Av.

Eas

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250.

790.

547.

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CU

F01

0911

2. 3

rd A

ve. E

/Lei

ghN

CC

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2Ju

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d.13

th S

t.0.

000.

160.

165.

30P

AU

MF

0110

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CC

011

2Ju

ja R

d.13

th S

t.0.

161.

251.

095.

30U

(E)

AU

MF

0110

113.

4th

Stre

etN

CC

011

31

Av.

Eas

.M

. W. S

ch.

0.00

0.24

0.24

5.70

PA

UF

0111

"N

CC

011

31

Av.

Eas

.M

. W. S

ch.

0.24

0.44

0.20

5.70

U(E

)A

UF

0111

114.

5th

Stre

etN

CC

011

41

Av.

Eas

.C

of C

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000.

450.

455.

60P

AU

MF

0112

115.

6th

Stre

etN

CC

011

51

Av.

Eas

.E

nd0.

000.

160.

165.

60P

CU

F01

13

"

NC

C 0

115

1 A

v. E

as.

End

0.16

0.41

0.25

5.60

U(E

)C

UF

0113

116.

7th

Stre

et E

/Lei

ghN

CC

011

61

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Av.

Eas

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000.

400.

405.

30P

AU

MB

0114

117.

8th

St.

E/L

eigh

NC

C 0

117

1 A

v. E

as.

3 A

v. E

as.

0.00

0.40

0.40

5.30

PA

UM

F01

1511

8. 9

th S

t. E

/Lei

ghN

CC

011

81

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000.

300.

305.

50P

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MF

0116

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CC

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81

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Av.

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300.

390.

095.

50U

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AU

F01

1611

9. A

di R

oad

NC

C 0

119

Wan

. Av

Maf

. Rd

0.00

0.54

0.54

5.40

PA

UM

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1712

0. A

hero

Roa

dN

CC

012

0B

on. S

t.Lo

r. R

d0.

000.

480.

486.

00P

AU

MB

0118

121.

Aju

oga

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NC

C 0

121

Aj.

Rd.

Adi

. Rd

0.00

0.09

0.09

4.80

PA

UB

0119

122.

Aju

oga

Roa

dN

CC

012

2N

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d.E

nd0.

000.

320.

324.

80P

CU

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2012

3. A

lego

Lan

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CC

012

3K

tl. R

d.V

oi R

d0.

000.

110.

114.

40P

AU

B01

2112

4. A

mbi

ra R

oad

NC

C 0

124

Bon

. St.

Rua

. Rd

0.00

0.75

0.75

8.00

PA

UM

B01

2212

5. A

sem

bo L

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NC

C 0

125

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Rd.

Voi

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0.00

0.11

0.11

4.40

PA

UB

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126.

Bur

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d. (p

t.1)

NC

C 0

126

Wan

. Av

Rab

. Rd

0.00

0.72

0.72

6.60

PA

UB

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2412

7. B

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CC

012

7R

ab. R

d.R

ab. R

d0.

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530.

536.

60P

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128.

Bah

ati C

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ent

NC

C 0

128

Hes

. Av.

Hes

. Rd

0.00

0.89

0.89

4.30

PA

UM

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9. B

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CC

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9M

ar. S

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40P

AU

F01

27

"

NC

C 0

129

Mar

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1 A

v. E

as.

0.06

0.37

0.31

5.40

U(E

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UB

0127

130.

Bon

do S

treet

NC

C 0

130

Jog.

Rd.

But

. Sq.

0.00

0.36

0.36

6.00

PA

UB

0128

131.

Bur

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re.

NC

C 0

131

B/B

Rd

B/B

Rd

0.00

0.33

0.33

4.50

PA

UB

0129

132.

Bus

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CC

013

21

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160.

164.

00P

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3013

3. B

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oad

NC

C 0

133

Lam

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Bon

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0.00

0.24

0.24

5.00

PA

UB

0131

134.

But

echo

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are

NC

C 0

134

Sak

. Rd

Bon

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0.00

0.26

0.26

6.00

PA

UB

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135.

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tain

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gai S

t.N

CC

013

5Ju

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071.

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CU

B01

33

Sec

tion

or li

nkS

ectio

n or

link

desc

riptio

nch

aina

ge(k

m)

(x.x

x)

Pag

e 2

of 5

TAB

LE 4

.3-4

(3) R

OA

D IN

VEN

TOR

Y IN

KA

MU

KU

NJI

RO

AD

INVE

NTO

RY

AR

EA:

Nai

robi

ZON

E: K

amuk

unji

GIB

B A

FRIC

A

Uni

que

Sec

tion

Ave

.R

oad

type

Roa

d U

rban

or

Pub

licC

arria

gew

ay

She

et n

o.ro

ad c

ode

or li

nkW

idth

(pav

ed/

Cla

ssR

ural

Tran

spor

tC

ondi

tion

Roa

d na

me

or n

umbe

rle

ngth

unpa

ved)

(H/P

/D/

Rou

teA

BC

Sta

rtE

ndS

tart

End

(km

) (x

.x)

(m)

(x.x

)L/

A/C

)(U

/R)

(B/M

/T)

B/F

/G(a

bcd)

(from

)(to

)(fr

om)

(to)

(P/U

)13

6. C

hara

ngan

i Av

NC

C 0

136

18th

St.

MW

. S

t.0.

000.

140.

144.

00U

(E)

UB

0134

137.

Dig

o R

oad

NC

C 0

137

Mui

. St.

Pum

. St.

0.00

1.02

1.02

6.40

PA

UM

B01

3513

8. E

astla

nds

Cre

.N

CC

013

8Jo

g. R

d.N

ya. R

d.0.

000.

300.

306.

90U

(G)

AU

B01

36

"N

CC

013

8Jo

g. R

d.N

ya. R

d.0.

300.

610.

316.

90U

(E)

AU

B13

3613

9. E

ldor

et R

oad

NC

C 0

139

18th

St.

Wan

. A

v.0.

000.

890.

896.

80P

UM

B01

3714

0. E

mba

kasi

Cre

.N

CC

014

0V

oi. L

ane

Ruv

. R

d0.

000.

270.

275.

30P

AU

B01

3814

1. G

alol

e R

oad

NC

C 0

141

1 A

v. E

as.

A/F

. Fe

n.0.

000.

410.

415.

40U

(E)

AU

B01

3914

2. H

eshi

ma

Ave

nue

NC

C 0

142

Wa/

N R

d.R

am. R

d0.

000.

820.

827.

60P

LU

B01

4014

3. J

ogoo

Roa

dN

CC

014

3La

n. R

dD

/R.

Rd

0.00

1.60

1.60

20.0

0P

UB

B01

4114

4. J

uja

Roa

d (p

t.1)

NC

C 0

144

Rin

. Rd

3 A

v. E

as.

0.00

2.01

2.01

7.80

PP

UB

B01

4214

5. J

uja

Roa

d (p

t.2)

NC

C 0

145

3 A

v. E

as.

O/R

. R

d0.

002.

922.

927.

80P

PU

BB

0143

146.

Kah

ado

Roa

dN

CC

014

6B

ah. C

r.B

ah. C

rc.

0.00

0.35

0.35

3.90

PU

B01

4414

7. K

ahaw

a La

neN

CC

014

7B

ah. C

r.B

ah. C

rc.

0.00

0.32

0.32

4.30

PA

UB

0145

148.

Kam

ukun

ji R

oad

NC

C 0

148

Kam

. Rd

Dig

o R

d.0.

000.

850.

856.

00U

(E)

AU

B01

4614

9. K

arak

uta

Roa

dN

CC

014

9V

oi R

d.K

tl. R

d.0.

000.

110.

114.

40P

AU

B01

4715

0. K

eric

ho R

oad

NC

C 0

150

Ah.

St

But

. S

q.0.

000.

180.

186.

00P

AU

B01

48

"

NC

C 0

150

Ah.

St

But

. S

q.0.

180.

310.

136.

00U

(E)

AU

B01

4815

1. K

iroe

Stre

etN

CC

015

1G

.W. S

tM

ar.

St.

0.00

0.06

0.06

5.80

PA

UB

0149

"N

CC

015

1G

.W. S

tM

ar.

St.

0.06

0.37

0.31

5.80

U(E

)A

UB

0149

152.

Kiro

ngot

hi S

treet

NC

C 0

152

Juja

Rd

End

0.00

0.95

0.95

4.00

U(E

)C

UB

0150

153.

Kis

ii S

treet

NC

C 0

153

Lam

u. R

dD

igo

Rd.

0.00

0.50

0.50

10.0

0U

(E)

AU

B01

5115

4. K

isiw

a La

neN

CC

015

4K

tl. R

dV

oi. R

d0.

000.

110.

114.

30P

AU

F01

5215

5. K

itale

Lan

eN

CC

015

5K

tl. R

dK

tl. R

d.0.

000.

100.

104.

40P

AU

F01

5315

6. K

itale

Roa

dN

CC

015

6R

at. C

re.

Ktl.

Rd.

0.00

0.79

0.79

4.80

PA

UB

0154

157.

Kun

guru

Stre

etN

CC

015

7I.A

.V. E

as.

Mur

. R

d0.

000.

450.

454.

00U

(E)

UB

0155

158.

Kw

amu

Lane

NC

C 0

158

I.A.V

. Eas

.2

Av.

Es.

0.00

0.16

0.16

5.10

PU

B01

5615

9. K

yoga

Cre

scen

tN

CC

015

9R

ui. C

re.

Rui

. C

re.

0.00

0.34

0.34

4.60

PA

UF

0157

160.

Lam

u R

oad

NC

C 0

160

But

. Sq.

Dig

o R

d.0.

000.

440.

448.

00P

AU

MB

0158

161.

Lam

u R

oad

NC

C 0

161

Mun

. Rd

But

. Rd

0.00

0.24

0.24

5.50

PA

UM

B01

5916

2. L

andh

ies

Roa

dN

CC

016

2H

/S. A

v.Jo

g. R

d0.

001.

251.

2524

.00

PA

UB

F01

6016

3. L

oria

n R

oad

NC

C 0

163

Sak

. Rd

Ahe

. R

d0.

000.

260.

264.

00P

AU

F01

6116

4. M

ajor

Kin

yanj

ui S

t.N

CC

016

4M

ur. S

t.1

Av.

Eas

.0.

000.

450.

455.

50P

AU

F01

6216

5. M

ajor

Mur

iithi

St.

NC

C 0

165

Juja

Rd

End

0.00

1.05

1.05

5.60

U(E

)C

UB

0163

Sec

tion

or li

nkS

ectio

n or

link

desc

riptio

nch

aina

ge(k

m)

(x.x

x)

Pag

e 3

of 5

TAB

LE 4

.3-4

(3) R

OA

D IN

VEN

TOR

Y IN

KA

MU

KU

NJI

RO

AD

INVE

NTO

RY

AR

EA:

Nai

robi

ZON

E: K

amuk

unji

GIB

B A

FRIC

A

Uni

que

Sec

tion

Ave

.R

oad

type

Roa

d U

rban

or

Pub

licC

arria

gew

ay

She

et n

o.ro

ad c

ode

or li

nkW

idth

(pav

ed/

Cla

ssR

ural

Tran

spor

tC

ondi

tion

Roa

d na

me

or n

umbe

rle

ngth

unpa

ved)

(H/P

/D/

Rou

teA

BC

Sta

rtE

ndS

tart

End

(km

) (x

.x)

(m)

(x.x

)L/

A/C

)(U

/R)

(B/M

/T)

B/F

/G(a

bcd)

(from

)(to

)(fr

om)

(to)

(P/U

)16

6. M

alew

a R

oad

NC

C 0

166

1 A

v. E

as.

A/F

. Fe

n0.

000.

830.

834.

00U

(E)

AU

B01

6416

7. M

arim

bi S

treet

NC

C 0

167

1 A

v. E

as.

Mui

. S

t.0.

000.

390.

396.

70P

AU

F01

6516

8. M

bale

Roa

dN

CC

016

8B

ah. C

r.H

es.

Rd

0.00

0.37

0.37

4.40

PA

UF

0166

169.

Mer

u R

oad

NC

C 0

169

G/W

. St.

Dig

o R

d0.

000.

550.

557.

30P

AU

MF

0167

170.

Moy

ale

Roa

dN

CC

017

0La

m.

Rd

Bon

. S

t0.

000.

680.

685.

00P

AU

F01

6817

1. M

uina

mi S

treet

NC

C 0

171

G/W

. St.

Dig

o R

d0.

000.

600.

606.

50P

AU

F01

6917

2. M

umia

s R

oad

NC

C 0

172

O/R

. R

dR

ab. R

d0.

001.

051.

057.

00P

AU

BB

0170

173.

Mun

yem

a R

oad

NC

C 0

173

Mer

. R

dLa

m.

Rd

0.00

0.12

0.12

5.50

PA

UB

0171

174.

Mut

ura

Roa

dN

CC

017

41

Av.

Eas

.2

Av.

Es.

0.00

0.16

0.16

4.00

PA

UB

0172

175.

Muy

uyu

Roa

dN

CC

017

51

Av.

Eas

.3

Av.

Eas

0.00

0.44

0.44

4.00

PA

UB

0173

176.

Mvi

ma

Nyu

ki A

veN

CC

017

6R

d. 7

17th

St.

0.00

0.14

0.14

5.40

PA

UB

0174

"N

CC

017

6R

d. 7

17th

St.

0.14

0.26

0.12

5.40

U(E

)A

UB

0174

177.

Mw

ende

Stre

etN

CC

017

71

Av.

Eas

.E

nd0.

000.

730.

734.

00U

(E)

CU

B01

7517

8. N

giya

Roa

dN

CC

017

81

Av.

Eas

.B

on.

St

0.00

0.74

0.74

5.00

U(E

)A

UB

0176

179.

Nya

sa R

oad

NC

C 0

179

W/H

. A

v.Jo

g. R

d0.

000.

840.

846.

90P

AU

MF

0177

180.

Ol D

ebbi

Roa

dN

CC

018

0M

um. R

dE

nd0.

000.

260.

265.

00P

CU

B01

7818

1. O

l. D

iani

Roa

dN

CC

018

1O

l/P.

Rd

End

0.00

0.34

0.34

4.80

PC

UF

0179

182.

Ol.

Lele

shw

a R

d.N

CC

018

2M

um R

dM

um. R

d0.

000.

400.

405.

30P

AU

B01

8018

3. O

l Mus

alal

a R

d.N

CC

018

3O

l/P.

Rd

End

0.00

0.20

0.20

4.90

PC

UF

0181

184.

Ol.

Orie

ni R

oad

NC

C 0

184

Mum

Rd

End

0.00

0.21

0.21

5.00

PC

UF

0182

185.

Ol P

ogon

i Rd.

NC

C 0

185

Mum

Rd

Mum

. Rd

0.00

0.79

0.79

6.70

PA

UM

F01

8318

6. O

le S

inon

i St.

NC

C 0

186

Rd.

8R

d. 7

0.00

0.57

0.57

4.00

U(E

)A

UB

0184

187.

Out

er R

ing

Roa

dN

CC

018

7Jo

g. R

dJu

ja. R

d.0.

003.

903.

906.

90P

PU

BB

0185

188.

Pum

wan

i Roa

dN

CC

018

8D

igo

Rd.

R/R

d. P

0.00

0.71

0.71

8.90

PA

UB

B01

8618

9. R

abai

Roa

dN

CC

018

9M

um R

dJo

g. R

d0.

001.

151.

157.

10P

DU

BF

0187

190.

Ram

ogi R

oad

NC

C 0

190

Hes

. R

dR

ua. R

d0.

000.

370.

376.

70P

AU

MF

0188

191.

Rat

honi

Cre

scen

tN

CC

019

1V

oi.

Rd

Ruv

. C

re.

0.00

0.29

0.29

4.40

PA

UF

0189

192.

Rua

ha R

oad

NC

C 0

192

Ram

. R

dJo

g. R

d0.

000.

120.

1213

.70

PA

UM

B01

9019

3. R

uiru

Lan

eN

CC

019

3V

oi.

Rd

Ktl.

Rd

0.00

0.11

0.11

4.40

PA

UF

0191

194.

Ruv

uma

Roa

dN

CC

019

4H

es.

Rd

Voi

Rd

0.00

0.18

0.18

5.30

PU

B01

9219

5. S

akw

a R

oad

NC

C 0

195

Sak

. R

dLa

n. R

d0.

000.

420.

426.

40P

AU

MB

0193

196.

Seb

atai

yet R

oad

NC

C 0

196

1 A

v. E

as.

2 A

v. E

s.0.

000.

140.

144.

00P

AU

B01

94

"

NC

C 0

196

1 A

v. E

as.

2 A

v. E

s.0.

140.

400.

264.

00U

(E)

AU

B01

94

(km

) (x

.xx)

Sec

tion

or li

nkS

ectio

n or

link

desc

riptio

nch

aina

ge

Pag

e 4

of 5

TAB

LE 4

.3-4

(3) R

OA

D IN

VEN

TOR

Y IN

KA

MU

KU

NJI

RO

AD

INVE

NTO

RY

AR

EA:

Nai

robi

ZON

E: K

amuk

unji

GIB

B A

FRIC

A

Uni

que

Sec

tion

Ave

.R

oad

type

Roa

d U

rban

or

Pub

licC

arria

gew

ay

She

et n

o.ro

ad c

ode

or li

nkW

idth

(pav

ed/

Cla

ssR

ural

Tran

spor

tC

ondi

tion

Roa

d na

me

or n

umbe

rle

ngth

unpa

ved)

(H/P

/D/

Rou

teA

BC

Sta

rtE

ndS

tart

End

(km

) (x

.x)

(m)

(x.x

)L/

A/C

)(U

/R)

(B/M

/T)

B/F

/G(a

bcd)

(from

)(to

)(fr

om)

(to)

(P/U

)19

7. S

gt. M

jr. K

amuc

hobe

NC

C 0

197

1 A

v. E

as.

Mur

. R

d0.

000.

450.

454.

00U

(E)

LU

B01

9519

8. S

hiny

anga

Rd.

NC

C 0

198

Hes

. Rd

Nya

. R

d0.

000.

330.

335.

20P

UB

0196

199.

Ten

th S

treet

NC

C 0

199

1 A

v. E

as.

End

0.00

0.37

0.37

5.20

PC

UB

0197

200.

Thi

ka L

ane

NC

C 0

200

Hes

. Rd

Ram

. R

d0.

000.

660.

663.

70P

AU

B01

9820

1. T

hird

Stre

etN

CC

020

11

Av.

Eas

.A

/F.

Fen.

0.00

0.16

0.16

7.60

PL

UM

F01

9920

2. T

imbo

roa

Stre

etN

CC

020

2M

ar.

St.

G/W

. S

t.0.

000.

370.

375.

30P

AU

B02

0020

3. U

aso

Roa

dN

CC

020

3N

ya.

Rd

Shu

. R

d0.

000.

640.

645.

90P

AU

B02

0120

4. V

oi L

ane

NC

C 0

204

Voi

. Rd

Hes

. R

d0.

000.

290.

294.

50P

AU

B02

0220

5. V

oi R

oad

NC

C 0

205

Eld

. R

dK

tl. R

d0.

000.

420.

424.

50P

LU

B02

0320

6. W

ango

mbe

Wai

hora

Rd.

NC

C 0

206

Mum

. R

dM

um.

Rd

0.00

0.56

0.56

7.00

PU

MB

0204

207.

Wan

gu A

venu

eN

CC

020

7H

es. R

dN

il. R

d0.

000.

630.

636.

70P

AU

MB

0205

208.

Wan

gu C

resc

ent

NC

C 0

208

Wan

. R

dW

an.

Av

0.00

0.19

0.19

4.70

PA

UB

0206

209.

Wau

do S

treet

NC

C 0

209

Mui

. S

t.1

Av.

Eas

0.00

0.45

0.45

5.30

PA

UB

0207

210.

Woo

d S

treet

NC

C 0

210

Mur

. S

t.1

Av.

Eas

0.00

0.44

0.44

6.70

PL

UM

B02

08

(km

) (x

.xx)

Sec

tion

or li

nkS

ectio

n or

link

desc

riptio

nch

aina

ge

Pag

e 5

of 5

TAB

LE 4

.3-4

(4)

RO

AD

INVE

NTO

RY

AR

EA:

Nai

robi

ZON

E: K

aren

GIB

B A

FRIC

A

Uni

que

Sec

tion

orlin

k le

ngth

Ave

. Wid

thR

oad

type

(pav

ed/u

npav

ed)

Roa

d C

lass

urba

n or

rura

lP

ublic

Tran

spor

tR

oute

Car

riage

way

cond

ition

She

et N

o.

road

cod

eR

oad

nam

e or

num

ber

(km

) (x

.x)

(m)

(x.x

)(P

/U)

(H/P

/D/

(U/R

)(B

/M/T

)B

/F/G

AB

CS

tart

End

Sta

rtE

ndL/

A/C

)(a

bcd)

(from

)(to

)(fr

om)

(to)

211.

Aca

cia

Ave

nue

NC

C 0

211

Ac.

Dr.

End

0.00

0.43

0.43

4.00

U(E

)C

UB

0211

212.

Aca

cia

Driv

eN

CC

021

2M

ar. L

n.E

nd0.

001.

051.

054.

00U

(E)

CU

B02

1121

3. C

ut L

ine

NC

C 0

213

W/S

. R

dW

/N.

Rd

0.00

0.29

0.29

2.10

U(E

)A

UB

0212

214.

Dag

oret

ti R

oad

NC

C 0

214

City

BK

aren

/ S

0.00

4.06

4.06

5.80

PA

UB

F02

1321

5. F

ores

t Lan

eN

CC

021

5K

ar. R

dM

ba.

RI

0.00

0.88

0.88

3.25

PA

UF

0214

216.

For

est V

iew

Rd.

NC

C 0

216

R/P

. R

dD

ag.

Rd

0.00

0.21

0.21

4.00

PA

UF

0215

"N

CC

021

6R

/P.

Rd

Dag

. R

d0.

210.

940.

734.

00U

(E)

AU

B02

1521

7. K

aren

Roa

d (1

)N

CC

021

7M

ba. R

1N

go.

Rd

0.00

3.03

3.03

5.10

PL

UB

F02

1621

8. K

aren

Roa

d (2

)N

CC

021

8M

ba. R

1N

go.

Rd

0.00

1.92

1.92

5.10

PL

UB

F02

1621

9. K

erar

apon

Roa

dN

CC

021

9N

go. R

dM

W.

J0.

000.

440.

444.

30P

AU

F02

17

"N

CC

021

9N

go. R

dM

W.

J0.

441.

611.

174.

30U

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aina

ge(k

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(x.x

x) Pag

e 5

of 1

0

TAB

LE 4

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(5) R

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nkS

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link

desc

riptio

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aina

ge(k

m)

(x.x

x) Pag

e 6

of 1

0

TAB

LE 4

.3-4

(5) R

OA

D IN

VEN

TOR

Y IN

KIB

ERA

RO

AD

INVE

NTO

RY

AR

EA:

Nai

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amhu

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NC

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desc

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nch

aina

ge(k

m)

(x.x

x) Pag

e 7

of 1

0

TAB

LE 4

.3-4

(5) R

OA

D IN

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TOR

Y IN

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ERA

RO

AD

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of 1

0

TAB

LE 4

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(5) R

OA

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h R

d.0.

000.

550.

554.

40U

(E)

LU

B56

857

4. A

rbor

etum

Driv

eN

CC

057

4R

/R K

ileS

/H R

d.0.

001.

021.

025.

80P

LU

F56

957

5. A

rbor

etum

Rd.

NC

C 0

575

S/H

Rd.

End

0.00

0.43

0.43

4.90

PC

UF

570

576.

Arg

. Kod

hek

Rd.

1N

CC

057

6R

/R K

ileG

it. R

d.0.

000.

430.

435.

36P

DU

BF

571

577.

Arg

. Kod

hek

Rd.

2N

CC

057

7R

/R K

ileR

/B R

d.0.

002.

182.

188.

10P

DU

BF

572

578.

Arg

. Kod

hek

Rd.

3N

CC

057

8R

/B R

d.K

oro.

Rd

0.00

1.68

1.68

6.53

PD

UF

573

579.

Bis

hops

Rd.

NC

C 0

579

R/B

Rd.

Ngo

. Rd

0.00

0.97

0.97

5.80

PA

UF

574

580.

Bam

boo

Lane

NC

C 0

580

Ria

r Rd.

End

0.00

0.12

0.12

4.00

U(E

)C

UF

575

581.

Cat

hedr

al R

oad

NC

C 0

581

Ngo

. Rd.

H/S

Ave

.0.

000.

460.

467.

40P

AU

MF

576

582.

Cha

ka R

d.N

CC

058

2Le

n. R

d.A

/K R

d.0.

000.

440.

445.

63P

DU

F57

758

3. C

halb

i Driv

eN

CC

058

3C

on. D

r.C

on. R

d.0.

001.

331.

334.

30P

AU

F57

858

4. C

hani

a A

venu

eN

CC

058

4M

en. R

d.M

/G R

d.0.

000.

610.

615.

46P

AU

F57

958

5. C

hurc

h R

oad

NC

C 0

585

Wai

. Rd.

End

0.00

0.47

0.47

5.50

PC

UF

580

C

hurc

h R

oad

NC

C 0

585

Wai

. Rd.

End

0.47

0.69

0.22

5.50

U(G

)C

UG

580

586.

Cly

de G

arde

nsN

CC

058

6K

ing

Rd.

End

0.00

0.11

0.11

4.00

U(E

)C

UF

581

587.

Cov

n. D

rv. (

pt.2

)N

CC

058

7E

/M D

r.J/

G R

d.0.

001.

331.

335.

90P

DU

F58

258

8. C

ovn.

Drv

. (pt

.1)

NC

C 0

588

E/M

Dr.

End

0.00

0.52

0.52

6.80

U(G

)C

UF

583

589.

Dag

oret

ti G

arde

nsN

CC

058

9R

iar R

d.E

nd0.

000.

190.

194.

69P

CU

F58

459

0. D

avid

Osi

eli R

d.N

CC

059

0W

ai. W

y.E

nd0.

000.

800.

805.

01P

CU

F58

559

1. D

enis

Prit

t Rd.

NC

C 0

591

S/H

Rd.

Gal

. Rd.

0.00

1.72

1.72

5.80

PD

UF

586

Sec

tion

or li

nkde

scrip

tion

Sec

tion

or li

nkch

aina

ge(k

m)

(x.x

x)

Pag

e 1

of 7

TAB

LE 4

.3-4

(6) R

OA

D IN

VEN

TOR

Y IN

KIL

IMA

NI

RO

AD

INVE

NTO

RY

AR

EA:

Nai

robi

ZON

E: K

ilim

ani

GIB

B A

FRIC

A

Uni

que

Sec

tion

Ave

.R

oad

type

Roa

d U

rban

or

Pub

licC

arria

gew

ayS

heet

No.

road

cod

eor

link

Wid

th(p

aved

/C

lass

Rur

alTr

ansp

ort

cond

ition

Roa

d na

me

or n

umbe

rle

ngth

unpa

ved)

(H/P

/D/

Rou

teB

/F/G

AB

CS

tart

End

Sta

rtE

nd(k

m)

(x.x

)(m

) (x

.x)

L/A

/C)

(U/R

)(B

/M/T

)(a

bcd)

(from

)(to

)(fr

om)

(to)

(P/U

)59

2. D

iani

Roa

dN

CC

059

2O

/O R

d.E

nd0.

000.

300.

304.

00U

(E)

CU

B58

759

3. D

orob

o R

oad

NC

C 0

593

Mam

. Rd

Kiv

e. R

d0.

000.

500.

505.

60P

AU

F58

859

4. E

ast C

hurc

h R

d.N

CC

059

4R

ha. R

dLa

nt. R

d0.

000.

570.

575.

70P

UF

589

595.

Elg

eyo

Mar

akw

et R

d.N

CC

059

5N

go. R

d.E

nd0.

000.

860.

865.

58P

CU

F59

059

6. E

lmol

o D

rive

NC

C 0

596

J/G

Rd.

Con

. Dr.

0.00

0.60

0.60

6.40

PL

UF

591

597.

Ew

ason

giro

Par

kN

CC

059

7M

/R W

End

0.00

0.60

0.60

4.60

PC

UF

592

598.

Fox

Clo

seN

CC

059

8R

ha. R

dE

nd0.

000.

250.

254.

70P

CU

F59

359

9. G

alan

a R

oad

NC

C 0

599

D/P

Rd.

A/K

Rd

0.00

0.49

0.49

6.80

PL

UF

594

600.

Gar

den

Roa

dN

CC

060

0R

/S D

r.E

nd0.

000.

330.

334.

80P

CU

F59

560

1. G

atun

du C

lose

NC

C 0

601

Gat

. Rd.

End

0.00

0.19

0.19

4.60

PC

UF

596

602.

Gat

undu

Cre

sent

NC

C 0

602

Gat

. Rd.

End

0.00

0.28

0.28

4.70

PC

UF

597

603.

Gat

undu

Roa

dN

CC

060

3M

an. R

dN

ye R

d.0.

000.

840.

845.

90P

AU

F59

860

4. G

edi R

oad

NC

C 0

604

J/G

Rd.

End

0.00

0.11

0.11

5.30

PC

UF

599

605.

Gem

Lan

eN

CC

060

5M

an. R

dE

nd0.

000.

490.

495.

40P

CU

F60

060

6. G

eorg

e P

adm

ore

LnN

CC

060

6K

ind

Rd.

Ngo

. Rd

0.00

0.18

0.18

5.58

U(E

)U

B60

160

7. G

eorg

e P

adm

ore

Rd

NC

C 0

607

Ros

e A

vR

/R K

il0.

000.

770.

774.

00U

(E)

AU

F60

260

8. G

ichu

ru R

d. (p

t.1)

NC

C 0

608

Man

. Rd

Gic

h. R

d0.

000.

410.

414.

20P

UF

603

609.

Gic

huru

Rd.

(pt.2

)N

CC

060

9G

ich.

Rd

End

0.00

0.05

0.05

5.20

PC

UF

604

610.

Gita

nga

Clo

seN

CC

061

0G

it. R

d.E

nd0.

000.

160.

164.

00U

(E)

CU

B60

561

1. G

itang

a R

oad

NC

C 0

611

A/K

Rd.

Mac

h R

d0.

003.

753.

756.

95P

LU

BF

606

612.

Gith

ungu

ri R

oad

NC

C 0

612

Kil.

Rd.

Tab.

Rd

0.00

0.65

0.65

3.90

PL

UF

607

613.

Gus

ii R

oad

NC

C 0

613

Sya

. Rd

End

0.00

0.15

0.15

4.00

PC

UF

608

614.

Ham

isi R

oad

NC

C 0

614

Mug

. Rd

Sug

. Rd

0.00

0.24

0.24

3.40

PA

UF

609

615.

Hen

dred

Ave

nue

NC

C 0

615

Mba

. Av.

Kor

o. R

d0.

000.

090.

095.

50P

LU

F61

061

6. H

endr

ed A

venu

eN

CC

061

7M

ba. A

v.K

oro.

Rd

0.00

0.48

0.48

5.50

PU

F61

161

7. H

endr

ed C

lose

NC

C 0

618

Hen

. Rd

End

0.00

0.07

0.07

4.40

PC

UF

612

618.

Hur

i Clo

seN

CC

061

9Te

n. D

r.E

nd0.

000.

120.

124.

00P

CU

F61

361

9. In

verg

ara

Gro

veN

CC

062

0V

an R

d.E

nd0.

000.

110.

114.

00U

(E)

CU

B61

462

0. Is

aac

Gat

hanj

u C

ls.

NC

C 0

621

I/G R

d.E

nd0.

000.

230.

233.

88P

CU

F61

562

1. Is

aac

Gat

hanj

u R

d.N

CC

062

2J/

G R

d.C

on. D

r.0.

000.

620.

625.

75P

DU

F61

662

2. It

huru

Gar

dens

NC

C 0

623

Mak

i Rd

End

0.00

0.14

0.14

4.00

U(E

)C

UF

617

623.

Jab

avu

Roa

dN

CC

062

4C

ha. R

dW

/ld. R

d0.

001.

011.

016.

34P

AU

F61

862

4. J

acar

anda

Ave

nue

NC

C 0

625

Mut

h. R

dG

it. R

d.0.

001.

151.

155.

55P

LU

F61

9

Sec

tion

or li

nkS

ectio

n or

link

desc

riptio

nch

aina

ge(k

m)

(x.x

x)

Pag

e 2

of 7

TAB

LE 4

.3-4

(6) R

OA

D IN

VEN

TOR

Y IN

KIL

IMA

NI

RO

AD

INVE

NTO

RY

AR

EA:

Nai

robi

ZON

E: K

ilim

ani

GIB

B A

FRIC

A

Uni

que

Sec

tion

Ave

.R

oad

type

Roa

d U

rban

or

Pub

licC

arria

gew

ay

She

et n

o.ro

ad c

ode

or li

nkW

idth

(pav

ed/

Cla

ssR

ural

Tran

spor

tC

ondi

tion

Roa

d na

me

or n

umbe

rle

ngth

unpa

ved)

(H/P

/D/

Rou

teA

BC

Sta

rtE

ndS

tart

End

(km

) (x

.x)

(m)

(x.x

)L/

A/C

)(U

/R)

(B/M

/T)

B/F

/G(a

bcd)

(from

)(to

)(fr

om)

(to)

(P/U

)62

5. J

ames

Gic

huru

Rd.

NC

C 0

625

Git.

Rd.

Wai

Wy.

0.00

4.22

4.22

9.20

PD

UM

F62

062

6. K

abar

sira

n A

v.N

CC

062

6W

ai. W

y.E

nd0.

001.

311.

315.

70P

CU

F62

162

7. K

ambu

ru D

rive

NC

C 0

627

Ngo

. Rd.

G/P

. Rd.

0.00

0.34

0.34

4.00

U(E

)A

UB

622

628.

Kan

dara

Roa

d.N

CC

062

8G

at. R

d.G

ich.

Rd

0.00

0.87

0.87

5.40

PL

UF

623

629.

Kan

jata

Cre

sent

N

CC

062

9K

an. R

d.K

an. R

d.0.

000.

460.

465.

30P

AU

F62

463

0. K

anja

ta R

oad

NC

C 0

630

J/G

Rd.

W

ai W

y.0.

001.

441.

445.

20P

DU

F62

563

1. K

aput

ei G

arde

ns R

dN

CC

063

1K

ap. R

d.K

ap. R

d.0.

000.

990.

995.

55P

LU

F62

663

2. K

aput

ei R

oad

NC

C 0

632

Oth

a. R

dK

/G. R

d.0.

000.

090.

095.

30P

UF

627

633.

Kas

uku

Roa

dN

CC

063

3Le

n. R

d.Ja

b. R

d.0.

000.

350.

355.

62P

AU

F62

863

4. K

ayah

we

Roa

dN

CC

063

4D

enis

/PG

al. R

d.0.

000.

630.

635.

60P

AU

F62

963

5. K

enya

tta A

venu

eN

CC

063

5U

H/H

'Way

V/M

' Rd.

0.00

0.90

0.90

12.8

0P

LU

BF

630

636.

Kie

ni R

oad

NC

C 0

636

Kan

. Rd.

End

0.00

0.17

0.17

5.40

PC

UF

631

637.

Kik

amba

la R

oad

NC

C 0

637

Mak

. Rd.

Mw

i. R

d.0.

000.

370.

374.

50P

AU

F63

263

8. K

ilim

ani R

d. (p

t.1)

NC

C 0

638

Men

. Rd.

Kiri

. Rd.

0.00

0.27

0.27

5.22

PL

UF

633

639.

Kili

man

i Rd.

(pt.2

)N

CC

063

9K

iri. R

d.E

/M. R

d.0.

000.

280.

285.

15U

(E)

LU

B63

464

0. K

ilim

ani R

d. (p

t.3)

NC

C 0

640

E/M

Rd.

N

de. R

d.0.

000.

190.

195.

15P

LU

F63

564

1. K

ilim

ani R

d. (p

t.4)

NC

C 0

641

Nde

. Rd.

O/O

. R

d.0.

000.

370.

375.

15U

(E)

LU

B63

664

2. K

ilung

u R

d.

NC

C 0

642

Nde

. Rd.

E/M

. Rd.

0.00

0.28

0.28

5.37

PA

UF

637

643.

Kin

daru

ma

Lane

NC

C 0

643

Kin

. Rd.

Ngo

. Rd

0.00

0.18

0.18

4.00

U(E

)A

UB

638

644.

Kin

daru

ma

Rd.

(pt.1

)N

CC

064

4M

en. R

d.K

in. L

n.0.

001.

121.

124.

81U

(E)

AU

B63

964

5. K

inda

rum

a R

d. (p

t.2)

NC

C 0

645

Men

. Rd.

Kiri

. Rd.

0.00

0.41

0.41

5.48

PA

UF

640

646.

Kin

gara

Clo

seN

CC

064

6K

ing

Rd.

End

0.00

0.19

0.19

4.00

U(E

)C

UB

641

647.

Kin

gara

Roa

dN

CC

064

7N

go. R

d.G

ita. R

d.0.

001.

011.

016.

78P

AU

F64

264

8. K

irich

wa

Gra

dens

NC

C 0

648

Kiri

. Rd.

End

0.00

0.16

0.16

4.00

PC

UF

643

649.

Kiri

chw

a G

rove

NC

C 0

649

Riv

. Dr.

End

0.00

0.07

0.07

3.30

PC

UF

644

650.

Kiri

chw

a R

d. (p

t.1)

NC

C 0

650

Ngo

. Rd.

End

0.00

0.82

0.82

5.64

PC

UF

645

651.

Kiri

chw

a R

d. (p

t.2)

NC

C 0

651

A/K

. R

d.E

nd0.

000.

370.

375.

00U

(E)

CU

B64

665

2. K

ivem

ia R

oad

NC

C 0

652

S/H

. Rd.

Mam

l0.

000.

300.

305.

60P

AU

F64

765

3. K

'lesh

wa

Rin

g R

d. W

NC

C 0

653

R/S

. Dr.

K'l

R/R

0.00

0.93

0.93

4.92

PD

UF

648

654.

Kol

loh

Roa

dN

CC

065

4J/

G R

d.

Mut

h. R

d0.

000.

190.

195.

50P

AU

F64

965

5. K

omo

Lane

NC

C 0

655

W/A

v.K

il. P

/S0.

000.

130.

134.

86P

UF

650

656.

Kom

o La

neN

CC

065

6W

/Av.

End

0.00

0.12

0.12

5.74

PC

UF

651

657.

Kor

osho

Roa

dN

CC

065

7K

un. R

d.G

it. R

d.0.

000.

490.

495.

93P

LU

MF

652

Sec

tion

or li

nkS

ectio

n or

link

desc

riptio

nch

aina

ge(k

m)

(x.x

x)

Pag

e 3

of 7

TAB

LE 4

.3-4

(6) R

OA

D IN

VEN

TOR

Y IN

KIL

IMA

NI

RO

AD

INVE

NTO

RY

AR

EA:

Nai

robi

ZON

E: K

ilim

ani

GIB

B A

FRIC

A

Uni

que

Sec

tion

Ave

.R

oad

type

Roa

d U

rban

or

Pub

licC

arria

gew

ay

She

et n

o.ro

ad c

ode

or li

nkW

idth

(pav

ed/

Cla

ssR

ural

Tran

spor

tC

ondi

tion

Roa

d na

me

or n

umbe

rle

ngth

unpa

ved)

(H/P

/D/

Rou

teA

BC

Sta

rtE

ndS

tart

End

(km

) (x

.x)

(m)

(x.x

)L/

A/C

)(U

/R)

(B/M

/T)

B/F

/G(a

bcd)

(from

)(to

)(fr

om)

(to)

(P/U

)65

8. K

unde

Clo

seN

CC

065

8K

un R

d.E

nd0.

000.

170.

175.

10P

CU

F65

365

9. K

unde

Roa

dN

CC

065

9M

ba. R

d.H

en. A

v0.

000.

770.

775.

42P

UF

654

660.

Lai

kipi

a C

lose

NC

C 0

660

Lai.

Rd.

End

0.00

0.10

0.10

3.70

PC

UF

655

661.

Lai

kipi

a R

oad

NC

C 0

661

Kile

. Rd.

End

0.00

0.76

0.76

4.00

PC

UF

656

662.

Lan

gata

Lan

eN

CC

066

2La

n. R

d.E

nd0.

000.

290.

296.

40P

CU

F65

766

3. L

anta

na L

ane

NC

C 0

663

E/C

Rd.

Wai

Wy

0.00

1.20

1.20

5.50

PA

UF

658

664.

Len

ana

Roa

dN

CC

066

4G

al. R

d.R

/B.

Rd.

0.00

2.51

2.51

5.60

PD

UB

F65

966

5. L

erog

hi G

arde

nsN

CC

066

5M

ba. A

v.E

nd0.

000.

210.

214.

00U

(E)

CU

B66

066

6. L

oiya

ngal

ani D

r. N

CC

066

6C

ha. D

r.O

wa.

Rd

0.00

0.60

0.60

3.50

PA

UF

661

667.

Lor

eto

Mus

onga

ri D

rN

CC

066

7L/

M L

n.K

anj.

Rd

0.00

0.32

0.32

5.60

PU

F66

266

8. L

oret

o M

uson

gari

LnN

CC

066

8J/

G.

Rd.

End

0.00

0.09

0.09

5.40

PC

UF

663

669.

Maa

lim J

uma

Rd.

NC

C 0

669

D/P

ritt

Lena

na0.

000.

280.

284.

00U

(E)

AU

B66

467

0. M

aget

a R

oad

NC

C 0

670

Ole

n. R

dM

uth.

Rd

0.00

1.12

1.12

5.43

PL

UF

665

671.

Mah

igu

Mai

ru A

v.N

CC

067

1M

uth.

Dr

ST.

M R

d0.

000.

310.

315.

20U

(G)

LU

B66

667

2. M

aji-M

azur

i Dr.

NC

C 0

672

J/G

. R

d.M

/M R

d0.

000.

120.

125.

75P

UF

667

673.

Maj

i-Maz

uri R

d.N

CC

067

3M

bab.

Rd.

E/M

Dr.

0.00

1.09

1.09

5.25

PL

UF

668

674.

Mak

eni R

oad

NC

C 0

674

Nye

Ri

Kik

a R

d.0.

000.

310.

314.

90P

AU

F66

967

5. M

akin

di R

oad

NC

C 0

675

Ngo

. Rd.

End

0.00

0.48

0.48

4.00

U(G

)C

UB

670

676.

Mak

uyu

Ln. (

lena

na)

NC

C 0

676

Lena

naE

nd0.

000.

080.

085.

69P

CU

F67

167

7. M

amla

ka R

oad

NC

C 0

677

S/H

Rd.

Nye

. Rd

0.00

1.16

1.16

6.80

PL

UF

672

678.

Man

dera

road

NC

C 0

378

Kile

. Rd.

Gat

. Rd.

0.00

1.57

1.57

6.00

PD

UF

673

679.

Man

yani

Lan

e E

ast

NC

C 0

679

Ma.

E. R

d.E

nd0.

000.

540.

544.

70P

CU

F67

468

0. M

anya

ni R

oad

Eas

tN

CC

068

0J/

G.

Rd.

M/W

Rd

0.00

0.92

0.92

4.70

PD

UF

675

681.

Man

yani

Roa

d W

est

NC

C 0

681

Wai

. Wy.

Kab

. Av.

0.00

0.63

0.63

5.40

PD

UF

676

682.

Mar

aro

Ave

nue

NC

C 0

682

A/K

. R

d.G

ita. R

d.0.

000.

290.

294.

00U

(E)

AU

B67

768

3. M

arcu

s G

arve

y R

d. 1

NC

C 0

683

A/K

. R

d.K

ind

Rd.

0.00

0.40

0.40

5.40

U(E

)A

UB

678

684.

Mar

cus

Gar

vey

Rd.

2N

CC

068

4A

/K.

Rd.

Kin

d R

d.0.

000.

140.

145.

42P

AU

F67

968

5. M

azer

a R

oad

NC

C 0

685

Sug

. Rd.

Loi R

d.0.

000.

250.

254.

90P

UF

680

686.

Mba

azi

Roa

d (p

t.1)

NC

C 0

686

Kin

. Rd.

H/K

. Jc

0.00

0.69

0.69

4.00

U(E

)L

UB

681

687.

Mba

azi R

oad

(pt.2

)N

CC

068

7K

in. R

d.H

/K. J

c0.

000.

070.

075.

37P

UF

682

688.

Mba

bane

Roa

dN

CC

068

8J/

G.

Rd.

Muh

. Av.

0.00

0.58

0.58

5.30

PA

UF

683

689.

Mbo

oni R

oad

NC

C 0

689

Sug

. Rd.

Maz

. R

d.0.

000.

290.

294.

20P

AU

F68

469

0. M

enel

ik R

oad

NC

C 0

690

Ngo

. Rd.

A/K

. R

d.0.

000.

670.

674.

94P

LU

F68

5

Sec

tion

or li

nkS

ectio

n or

link

desc

riptio

nch

aina

ge(k

m)

(x.x

x)

Pag

e 4

of 7

TAB

LE 4

.3-4

(6) R

OA

D IN

VEN

TOR

Y IN

KIL

IMA

NI

RO

AD

INVE

NTO

RY

AR

EA:

Nai

robi

ZON

E: K

ilim

ani

GIB

B A

FRIC

A

Uni

que

Sec

tion

Ave

.R

oad

type

Roa

d U

rban

or

Pub

licC

arria

gew

ay

She

et n

o.ro

ad c

ode

or li

nkW

idth

(pav

ed/

Cla

ssR

ural

Tran

spor

tC

ondi

tion

Roa

d na

me

or n

umbe

rle

ngth

unpa

ved)

(H/P

/D/

Rou

teA

BC

Sta

rtE

ndS

tart

End

(km

) (x

.x)

(m)

(x.x

)L/

A/C

)(U

/R)

(B/M

/T)

B/F

/G(a

bcd)

(from

)(to

)(fr

om)

(to)

(P/U

)69

1. M

ilim

ani R

oad

NC

C 0

691

D/P

Rd.

K

eny.

Av

0.00

0.86

0.86

6.50

PU

F68

6

M

ilim

ani R

oad

NC

C 0

691

D/P

Rd.

K

eny.

Av

0.86

1.24

0.38

6.50

U(E

)U

B68

669

2. M

imos

a R

oad

NC

C 0

692

Chu

. Rd.

Mvu

. Rd

0.00

0.49

0.49

2.20

U(E

)A

UG

687

693.

Miji

Ken

da R

d. (p

t.1)

NC

C 0

693

Ole

. Av.

Mji

K. R

d0.

000.

290.

293.

00P

AU

F68

869

4. M

iji K

enda

Rd.

(pt.2

)N

CC

069

4M

ji K

. Rd

End

0.00

0.05

0.05

2.70

U(E

)C

UB

689

695.

Mog

oiri

Roa

dN

CC

069

5S

ug. R

dO

th. R

d0.

000.

360.

365.

00P

DU

F69

069

6. M

oudi

ri R

oad

NC

C 0

966

Man

. Rd.

Lai R

d0.

000.

260.

265.

70P

UF

691

697.

Mtit

o A

ndei

Roa

dN

CC

069

7Ja

b. R

dLe

n. R

d0.

000.

320.

324.

00U

(E)

UB

692

698.

Mug

umo

Roa

dN

CC

069

8O

le. A

v.J/

G R

d.0.

000.

990.

995.

50P

DU

F69

369

9. M

uhoy

a A

venu

eN

CC

069

9M

ba. R

dM

/M R

d0.

001.

451.

454.

65P

AU

F69

470

0. M

uhoy

a C

lose

NC

C 0

700

Muh

. Av.

End

0.00

0.20

0.20

3.30

PC

UF

695

701.

Muk

oko

Clo

seN

CC

070

11R

ha. R

dE

nd0.

000.

180.

184.

00U

(G)

CU

B69

670

2. M

urin

ga R

d. (p

t.1)

NC

C 0

702

Nde

. Rd

Men

. R

d0.

000.

290.

294.

00U

(E)

AU

B69

770

3. M

urin

ga R

d. (p

t.2)

NC

C 0

703

Nde

. Rd

Men

. R

d0.

000.

290.

295.

68P

LU

F69

870

4. M

usa

Gita

u R

oad

NC

C 0

704

Wai

. Wy.

End

0.00

0.55

0.55

5.60

PC

UF

699

705.

Mut

hang

ari C

lose

NC

C 0

705

Mut

h. R

dE

nd0.

000.

110.

114.

60P

CU

F70

070

6. M

utha

ngar

i Gar

dens

NC

C 0

706

Mut

h. R

dG

it. R

d0.

000.

520.

524.

90U

(G)

LU

B70

170

7. M

utha

ngar

i Roa

dN

CC

070

7M

ug. R

dG

it. R

d0.

001.

101.

105.

50P

DU

F70

270

8. M

vuli

Roa

dN

CC

070

8W

ai. W

y.E

/C.

Rd

0.00

0.50

0.50

5.30

PA

UF

703

709.

Mw

ingi

Roa

dN

CC

070

9K

ika.

Rd

Nye

. Rd

0.00

0.43

0.43

4.50

PA

UF

704

710.

Mzi

ma

Spr

ing

Lane

NC

C 0

710

M/s

Ln.

R/S

Rd

0.00

0.45

0.45

5.20

PA

UF

705

711.

Mzi

ma

Spr

ing

Roa

dN

CC

071

1J/

G. R

d.O

le. A

v.0.

001.

471.

475.

30P

DU

F70

671

2. N

dem

i C

lose

NC

C 0

712

Nde

. Rd

End

0.00

0.08

0.08

4.00

U(E

)C

UB

707

713.

Nde

mi R

oad

NC

C 0

713

Kil.

Rd.

Ngo

. R

d0.

000.

680.

685.

66P

AU

F70

871

4. N

doto

Roa

dN

CC

071

4J/

G. R

d.M

ug. R

d0.

000.

530.

535.

30P

LU

F70

971

5. N

gong

Roa

dN

CC

071

5K

en. A

v.N

go.

B0.

006.

896.

898.

10P

PU

BF

710

716.

Nju

mbi

Roa

dN

CC

071

6C

ha. D

r.C

ha. D

r.0.

001.

081.

083.

73P

AU

F71

171

7. N

yang

umi A

venu

eN

CC

071

7Le

n. R

dD

/Prit

t0.

000.

430.

435.

72P

DU

F71

271

8. N

yere

re R

oad

NC

C 0

718

Ken

. Av.

S/H

Rd

0.00

0.83

0.83

6.30

PA

UF

713

719.

Nye

ri C

lose

NC

C 0

719

Nye

. Rd

End

0.00

0.07

0.07

3.60

PC

UF

714

720.

Nye

ri R

oad

NC

C 0

720

Gat

. Rd.

Oth

. Rd

0.00

0.54

0.54

5.30

PA

UF

715

721.

O'w

ashi

ka R

oad

NC

C 0

721

Loi.

Dr.

I/G R

d0.

000.

880.

884.

70P

LU

F71

672

2. O

leng

uruo

ne A

v.N

CC

072

2J/

G. R

d.M

ug. R

d0.

000.

910.

916.

20P

DU

F71

7

Sec

tion

or li

nkS

ectio

n or

link

desc

riptio

nch

aina

ge(k

m)

(x.x

x)

Pag

e 5

of 7

TAB

LE 4

.3-4

(6) R

OA

D IN

VEN

TOR

Y IN

KIL

IMA

NI

RO

AD

INVE

NTO

RY

AR

EA:

Nai

robi

ZON

E: K

ilim

ani

GIB

B A

FRIC

A

Uni

que

Sec

tion

Ave

.R

oad

type

Roa

d U

rban

or

Pub

licC

arria

gew

ay

She

et n

o.ro

ad c

ode

or li

nkW

idth

(pav

ed/

Cla

ssR

ural

Tran

spor

tC

ondi

tion

Roa

d na

me

or n

umbe

rle

ngth

unpa

ved)

(H/P

/D/

Rou

teA

BC

Sta

rtE

ndS

tart

End

(km

) (x

.x)

(m)

(x.x

)L/

A/C

)(U

/R)

(B/M

/T)

B/F

/G(a

bcd)

(from

)(to

)(fr

om)

(to)

(P/U

)72

3. O

le O

dum

e R

oad

NC

C 0

723

Ngo

. Rd.

M/M

Rd.

0.00

0.67

0.67

5.60

PA

UF

718

724.

Ole

keju

ado

Roa

dN

CC

072

4G

ich.

Rd

Kan

. Rd

0.00

0.34

0.34

5.00

PU

F71

972

5. O

loito

kito

k R

oad

NC

C 0

725

Maz

. R

dO

led.

Rd

0.00

0.36

0.36

5.40

PD

UF

720

726.

Oth

aya

Roa

dN

CC

072

6G

it. R

dN

ye. R

d0.

001.

081.

086.

60P

LU

F72

172

7. P

ilidi

li w

ayN

CC

072

7R

ha. R

dE

nd0.

000.

240.

244.

40P

CU

F72

272

8. P

roce

ssio

nal W

ayN

CC

072

8K

en. A

v.H

/S A

ve.

0.00

0.80

0.80

13.0

0P

AU

F72

372

9. R

alph

Bun

che

Rd.

NC

C 0

729

S/H

Rd.

Ngo

. Rd

0.00

1.35

1.35

6.10

PL

UF

724

730.

Ram

isi R

oad

NC

C 0

730

Jac.

Rd

J/G

Rd.

0.00

0.14

0.14

5.60

PU

F72

573

1. R

hapt

a R

oad

NC

C 0

731

M/M

Rd

Lant

. Rd

0.00

2.05

2.05

5.50

PA

UF

726

732.

Ria

ra C

lose

NC

C 0

732

Ria

. R

dE

nd0.

000.

180.

184.

00U

(E)

CU

F72

773

3. R

iara

Gar

dens

N

CC

073

3R

ia.

Rd

End

0.00

0.33

0.33

4.00

U(E

)C

UF

728

734.

Ria

ra L

ane

NC

C 0

734

Ria

. R

dE

nd0.

000.

240.

244.

00U

(E)

CU

B72

973

5. R

iara

Rd.

(Kin

gara

)N

CC

073

5D

ago

Rd

Kin

g. R

d0.

000.

630.

635.

53P

LU

F73

073

6. R

iara

Roa

dN

CC

073

6K

ing

Rd.

O/O

Rd

0.00

1.47

1.47

6.61

PL

UF

731

737.

Rin

g R

oad

Kili

man

iN

CC

073

7N

go. R

d.A

/K R

d.0.

000.

820.

826.

77P

DU

BF

732

738.

Riv

ersi

de D

rive

NC

C 0

738

J/G

. R

dC

hi. R

d0.

003.

213.

216.

60P

AU

F73

373

9. R

iver

side

Gar

dens

NC

C 0

739

R/D

rE

nd0.

000.

250.

255.

40P

CU

F73

474

0. R

iver

side

Gro

veN

CC

074

0R

/Dr

End

0.00

0.24

0.24

6.30

PC

UF

735

741.

Riv

ersi

de L

ane

NC

C 0

741

R/D

rE

nd0.

000.

570.

574.

20P

CU

F73

674

2. R

iver

side

Pad

dock

sN

CC

074

2R

/Dr

R/D

r0.

000.

600.

605.

70P

UF

737

743.

Riv

ersi

de W

/Lan

eN

CC

074

3R

/Dr

End

0.00

0.15

0.15

4.00

PC

UF

738

744.

Ros

e A

venu

e (p

t.1)

NC

C 0

744

Ngo

. Rd.

A/K

Rd.

0.00

0.99

0.99

5.40

U(E

)U

B73

974

5. R

ose

Ave

nue

(pt.2

)N

CC

074

5D

/Prit

tA

/K R

d.0.

000.

350.

354.

00U

(E)

AU

F73

974

6. S

ervi

ce R

oad

NC

C 0

746

SF/

HC

Ros

e A

v.0.

000.

460.

465.

39P

AU

F74

074

7. S

iaya

Roa

dN

CC

074

7G

atu.

Rd

Gus

i Av.

0.00

0.49

0.49

4.90

PA

UF

741

748.

Spo

rts R

oad

NC

C 0

748

Mvu

Rd

Lant

. Rd

0.00

1.00

1.00

5.70

PD

UF

742

749.

St.

Mic

hael

's R

d.N

CC

074

9C

hu. R

dR

ha.

Rd

0.00

0.69

0.69

5.20

PA

UF

743

750.

Sta

te H

se. A

venu

eN

CC

075

0S

/H R

d.K

eny.

Av.

0.00

0.89

0.89

7.90

PL

UF

744

751.

Sta

te H

se. R

oad

NC

C 0

751

Nye

. Rd

D/P

ritt

0.00

3.04

3.04

7.30

PU

F74

575

2. S

tate

Hse

. Cre

sent

NC

C 0

752

S/H

Rd.

S/H

Rd.

0.00

0.51

0.51

5.60

PL

UF

746

753.

Sug

uta

Roa

dN

CC

075

3K

a G

d's

Mak

u R

d0.

000.

660.

665.

10P

AU

F74

775

4. T

aber

e C

rese

ntN

CC

075

4G

ith. R

dK

ang

Rd

0.00

0.97

0.97

4.93

PL

UF

748

755.

Tan

gund

o R

oad

NC

C 0

755

Tab.

Crs

R/R

Kile

0.00

0.29

0.29

3.90

PL

UF

749

Sec

tion

or li

nkch

aina

geS

ectio

n or

link

desc

riptio

n(k

m)

(x.x

x)

Pag

e 6

of 7

TAB

LE 4

.3-4

(6) R

OA

D IN

VEN

TOR

Y IN

KIL

IMA

NI

RO

AD

INVE

NTO

RY

AR

EA:

Nai

robi

ZON

E: K

ilim

ani

GIB

B A

FRIC

A

Uni

que

Sec

tion

Ave

.R

oad

type

Roa

d U

rban

or

Pub

licC

arria

gew

ay

She

et n

o.ro

ad c

ode

or li

nkW

idth

(pav

ed/

Cla

ssR

ural

Tran

spor

tC

ondi

tion

Roa

d na

me

or n

umbe

rle

ngth

unpa

ved)

(H/P

/D/

Rou

teA

BC

Sta

rtE

ndS

tart

End

(km

) (x

.x)

(m)

(x.x

)L/

A/C

)(U

/R)

(B/M

/T)

B/F

/G(a

bcd)

(from

)(to

)(fr

om)

(to)

(P/U

)75

6. T

ende

Driv

eN

CC

075

6M

/S R

dM

/S D

r.0.

000.

910.

915.

30P

L/A

/C)

UF

750

757.

Ter

race

Clo

seN

CC

075

7R

ha. R

d.E

nd0.

000.

270.

275.

30P

CU

F75

175

8. T

heta

Lan

eN

CC

075

8Le

n. R

dW

'L R

d0.

001.

871.

874.

00U

(E)

UF

752

759.

Tig

oni R

oad

NC

C 0

759

A/K

Rd.

C

ha R

d0.

000.

490.

495.

62P

LU

F75

376

0. T

imau

Roa

dN

CC

076

0Ti

go R

d.A

/K R

d0.

000.

220.

225.

69P

AU

F75

476

1. T

inde

ret A

venu

eN

CC

076

1G

at. R

dK

an R

d0.

000.

340.

344.

60P

UB

755

762.

Tur

bo R

oad

NC

C 0

762

Len.

Rd

Nya

Rd

0.00

0.46

0.46

4.00

U(E

)A

UF

756

763.

Val

ley

Roa

dN

CC

076

3N

go. R

dK

en. A

v0.

001.

361.

3613

.00

PD

UB

B75

776

4. V

anga

Roa

dN

CC

076

4M

ba. A

v.G

it. R

d0.

000.

420.

424.

00U

(E)

AU

F75

876

5. V

ihig

a R

oad

NC

C 0

765

Mw

i. R

dM

ak.

Rd

0.00

0.37

0.37

5.15

PA

UF

759

766.

Wes

tland

Ave

nue

NC

C 0

766

Spo

r. R

dD

/O R

d0.

000.

460.

465.

50P

AU

F76

076

7. W

ood

Ave

nue

NC

C 0

767

Len.

Rd

Kin

Rd

0.00

0.97

0.97

5.27

PL

UF

761

768.

Woo

d G

arde

nN

CC

076

8W

ood

Av

End

0.00

0.13

0.13

4.77

PC

UF

762

769.

Woo

dlan

ds R

oad

NC

C 0

769

A/K

Rd.

D

/Prit

t0.

001.

001.

005.

74P

AU

B76

377

0. Y

arro

w G

rove

NC

C 0

770

Ria

. R

d.E

nd0.

000.

130.

134.

00U

(E)

AU

F76

4

(km

) (x

.xx)

desc

riptio

nS

ectio

n or

link

Sec

tion

or li

nkch

aina

ge

Pag

e 7

of 7

TAB

LE 4

.3-4

(7) R

OA

D IN

VEN

TOR

Y IN

LA

NG

ATA

RO

AD

INVE

NTO

RY

AR

EA:

Nai

robi

ZON

E: L

anga

taG

IBB

AFR

ICA

Uni

que

Sec

tion

Ave

.R

oad

type

Roa

d U

rban

or

Pub

licC

arria

gew

ay

She

et n

o.ro

ad c

ode

or li

nkW

idth

(pav

ed/

Cla

ssR

ural

Tran

spor

tC

ondi

tion

Roa

d na

me

or n

umbe

rle

ngth

unpa

ved)

(H/P

/D/

Rou

teA

BC

Sta

rtE

ndS

tart

End

(km

) (x

.x)

(m)

(x.x

)L/

A/C

)(U

/R)

(B/M

/T)

B/F

/G(a

bcd)

(from

)(to

)(fr

om)

(to)

(P/U

)77

1. W

ater

T. W

orks

NC

C 0

771

Coo

p. C

olW

/T. W

rk0.

000.

490.

494.

00U

(E)

AU

MB

765

772.

Fr.

Lang

ata

Rd.

Rda

NC

C 0

772

Lan.

Rd

End

0.00

1.26

1.26

4.00

PC

UF

766

773.

Avo

cado

Lan

eN

CC

077

3M

ag. R

dK

ipe.

Rd

0.00

0.53

0.53

3.50

U(E

)U

B76

777

4. B

anda

Lan

eN

CC

077

4K

ib. R

dM

uk. R

d0.

001.

261.

264.

90U

(G)

LU

B76

877

5. B

ogan

i Eas

t Roa

dN

CC

077

5B

og. R

d.M

ag. R

d0.

001.

781.

784.

50U

(E)

AU

F76

977

6. B

ogan

i Roa

dN

CC

077

6K

ar. R

dLa

n. S

. Rd

0.00

3.82

3.82

4.50

PA

UM

B77

077

7. C

hui L

ane

NC

C 0

777

Koi

Rd

End

0.00

0.42

0.42

2.70

PC

UB

771

778.

Cra

mti

Roa

dN

CC

077

8P

on. R

dK

ulu.

Rd

0.00

0.30

0.30

4.00

U(G

)U

F77

277

9. D

ik D

ik L

ane

NC

C 0

779

Lam

. Rd

End

0.00

0.22

0.22

3.10

PC

UB

773

780.

Dor

obo

Roa

dN

CC

078

0M

uk. R

dE

nd0.

000.

750.

754.

55U

(E)

CU

F77

478

1. D

uma

Roa

dN

CC

078

1N

yu. R

dE

nd0.

000.

220.

225.

25P

CU

B77

578

2. F

ores

t Edg

e R

oad

NC

C 0

782

Lan.

Rd

End

0.00

1.58

1.58

3.70

PC

UF

776

For

est E

dge

Roa

dN

CC

078

2La

n. R

dE

nd1.

582.

000.

423.

70U

(E)

CU

B77

678

3. G

ogo

Falls

Lan

eN

CC

078

3G

/F R

dE

nd0.

000.

280.

284.

00P

CU

B77

778

4. G

ogo

Falls

Roa

dN

CC

078

4K

oit.

Rd

Dum

a R

d0.

000.

380.

384.

00U

(E)

LU

B77

878

5. K

asul

u D

rive

NC

C 0

785

Bog

. Rd.

End

0.00

0.78

0.78

4.10

U(G

)C

UF

779

786.

Kaw

imbi

Roa

dN

CC

078

6La

n. R

dE

nd0.

001.

301.

304.

00U

(E)

CU

B78

078

7. K

ibem

be L

ane

NC

C 0

787

Kib

. Rd

Mag

a. R

d0.

000.

580.

583.

73U

(E)

AU

B78

178

8. K

ibem

be R

oad

NC

C 0

788

Kib

o. R

dB

an L

n0.

000.

900.

903.

90U

(E)

LU

B78

278

9. K

ibo

Lane

NC

C 0

789

M/W

. Rd

End

0.00

0.69

0.69

4.70

U(G

)C

UB

783

790.

Kib

oko

Roa

dN

CC

079

0K

ipe.

Rd

Muk

o. R

d0.

001.

181.

183.

75U

(E)

UB

784

791.

Kik

enni

Driv

e N

CC

079

1K

ike.

Rd

End

0.00

0.45

0.45

4.90

PC

UB

785

792.

Kik

enni

Lan

e (p

t.1)

NC

C 0

792

Tum

. Rd

Kik

e. L

n0.

000.

370.

373.

00U

(G)

UB

786

793.

Kik

enni

Lan

e (p

t.2)

NC

C 0

793

Kik

e. R

dTu

m. R

d0.

000.

460.

463.

00U

(E)

UF

787

794.

Kik

enni

Roa

dN

CC

079

4M

uk. R

dD

oro.

Rd

0.00

0.90

0.90

4.70

PA

UF

788

795.

Kim

a R

oad

NC

C 0

795

Tum

. Rd

End

0.00

0.70

0.70

5.30

PC

UF

789

796.

Kip

evu

Roa

dN

CC

079

6M

ag. R

dU

sh. R

d0.

001.

551.

554.

30P

LU

B79

079

7. K

oito

bos

Roa

dN

CC

079

7M

il. R

dU

sh. R

d0.

002.

162.

165.

20P

LU

F79

179

8. K

ongo

ni R

oad

NC

C 0

798

Kul

o. R

dU

sh. R

d0.

000.

410.

414.

00U

(G)

UB

792

799.

Kos

oim

o R

oad

NC

C 0

799

Nde

. Rd

End

0.00

1.05

1.05

3.80

PC

UB

793

800.

Kul

o R

oad

NC

C 0

800

Cra

. Rd

End

0.00

1.14

1.14

4.00

U(G

)C

UB

794

801.

Kum

be R

oad

NC

C 0

801

Bog

. Rd.

End

0.00

0.52

0.52

4.00

U(E

)C

UB

795

802.

Kw

arar

a R

oad

NC

C 0

802

Mba

. Rd

Nde

. Rd

0.00

0.61

0.61

4.00

U(E

)A

UB

796

Sec

tion

or li

nkS

ectio

n or

link

desc

riptio

nch

aina

ge(k

m)

(x.x

x)

Pag

e 1

of 3

TAB

LE 4

.3-4

(7) R

OA

D IN

VEN

TOR

Y IN

LA

NG

ATA

RO

AD

INVE

NTO

RY

AR

EA:

Nai

robi

ZON

E: L

anga

taG

IBB

AFR

ICA

Uni

que

Sec

tion

Ave

.R

oad

type

Roa

d U

rban

or

Pub

licC

arria

gew

ay

She

et n

o.ro

ad c

ode

or li

nkW

idth

(pav

ed/

Cla

ssR

ural

Tran

spor

tC

ondi

tion

Roa

d na

me

or n

umbe

rle

ngth

unpa

ved)

(H/P

/D/

Rou

teA

BC

Sta

rtE

ndS

tart

End

(km

) (x

.x)

(m)

(x.x

)L/

A/C

)(U

/R)

(B/M

/T)

B/F

/G(a

bcd)

(from

)(to

)(fr

om)

(to)

(P/U

)80

3. L

amw

ia R

oad

NC

C 0

803

Mili

. Rd

Koi

t. R

d0.

001.

961.

964.

20P

AU

B79

780

4. L

anga

ta N

orth

Lan

eN

CC

080

4La

n R

dK

if. R

d0.

001.

351.

353.

80U

(E)

UB

798

805.

Lan

gata

Roa

d (1

)N

CC

080

5N

go/K

are

Uh/

Ms'

r0.

004.

824.

825.

50P

DU

BF

799

806.

Lan

gata

Roa

d (2

)N

CC

080

6N

go/K

are

Uh/

Ms'

r0.

004.

674.

675.

50P

DU

BF

800

807.

Lan

gata

Sou

thN

CC

080

7La

n. R

dK

if. R

d0.

002.

682.

685.

20P

L/A

/C)

UF

801

808.

Mas

ai L

ane

NC

C 0

808

M/W

. Rd

Bog

. Rd

0.00

0.64

0.64

5.00

PA

UF

802

809.

Mas

ai R

oad

NC

C 0

809

Ush

. Rd

M/W

Rd.

0.00

0.61

0.61

5.00

U(E

)A

UB

803

810.

Mas

ai W

est R

oad

NC

C 0

810

Ush

. Rd

Mas

ai L

n.0.

001.

691.

694.

50P

AU

MF

804

811.

Mba

gath

i Lan

eN

CC

081

1M

ili. R

dE

nd0.

000.

280.

283.

35P

CU

F80

581

2. M

bani

Roa

dN

CC

081

2B

og. R

d.K

wa.

Rd

0.00

0.76

0.76

4.00

U(E

)U

B80

681

3. M

dodo

Lan

eN

CC

081

3La

n. R

dE

nd0.

000.

370.

373.

65P

CU

F80

7

M

dodo

Lan

eN

CC

081

3La

n. R

dE

nd0.

370.

690.

323.

65U

(E)

CU

B80

781

4. M

ilim

a R

oad

NC

C 0

814

Kim

a. R

dE

nd0.

002.

012.

014.

00P

CU

F80

881

5. M

okoy

eti E

ast R

oad

NC

C 0

815

Lan.

Rd

Mok

'w/R

d0.

001.

251.

254.

00U

(E)

UB

809

816.

Mok

oyet

i Wes

t Roa

dN

CC

081

6La

n. R

dM

ok'w

/Rd

0.00

1.48

1.48

3.80

U(E

)U

B81

081

7. M

uhut

i Roa

dN

CC

081

7M

un. R

dE

nd0.

000.

690.

694.

90P

CU

F81

181

8. M

uiri

Lane

NC

C 0

818

Lan.

Rd

Mui

. Rd

0.00

0.49

0.49

4.60

PA

UF

812

819.

Mui

ri R

oad

NC

C 0

819

F/E

Rd

End

0.00

0.46

0.46

4.14

PC

UF

813

M

uiri

Roa

dN

CC

081

9F/

E R

dE

nd0.

461.

040.

584.

14U

(E)

CU

B81

382

0. M

ukin

duri

Roa

dN

CC

082

0F/

E R

dE

nd0.

000.

480.

483.

80P

CU

F81

4

Muk

indu

ri R

oad

NC

C 0

820

F/E

Rd

End

0.48

1.10

0.62

3.80

U(G

)C

UB

814

M

ukin

duri

Roa

dN

CC

082

0F/

E R

dE

nd1.

101.

360.

263.

80U

(E)

CU

B81

482

1. M

ukom

a R

oad

NC

C 0

821

F/E

Rd

End

0.00

1.50

1.50

4.30

PC

UB

815

M

ukom

a R

oad

NC

C 0

821

F/E

Rd

End

1.50

2.15

0.65

4.30

U(E

)C

UF

815

822.

Mun

dere

ndu

Roa

dN

CC

082

2D

oro.

Rd

End

0.00

0.43

0.43

3.55

PC

UF

816

M

unde

rend

u R

oad

NC

C 0

822

Dor

o. R

dE

nd0.

430.

590.

163.

55U

(E)

CU

F81

682

3. M

uris

hu R

oad

NC

C 0

823

F/E

Rd

End

0.00

0.52

0.52

3.50

PC

UF

817

824.

Mut

amai

yu R

oad

NC

C 0

824

Dor

o. R

dE

nd0.

000.

390.

395.

00P

CU

F81

8

Mut

amai

yiu

Roa

dN

CC

082

4D

oro.

Rd

End

0.39

0.48

0.09

5.00

U(G

)C

UB

818

825.

Nde

ge R

oad

NC

C 0

825

Lan.

Rd

Bog

. Rd

0.00

2.28

2.28

4.32

PL

UB

819

826.

Ndo

vu R

oad

NC

C 0

826

Kip

e. R

dE

nd0.

000.

730.

734.

00P

CU

F82

082

7. N

yum

bu R

oad

NC

C 0

827

Dum

a R

dK

ima.

Rd

0.00

0.42

0.42

5.40

PU

F82

182

8. N

zohe

Roa

dN

CC

082

8B

og. R

d.K

alu.

Rd

0.00

0.67

0.67

4.00

U(E

)U

B82

2

Sec

tion

or li

nkS

ectio

n or

link

desc

riptio

nch

aina

ge(k

m)

(x.x

x)

Pag

e 2

of 3

TAB

LE 4

.3-4

(7) R

OA

D IN

VEN

TOR

Y IN

LA

NG

ATA

RO

AD

INVE

NTO

RY

AR

EA:

Nai

robi

ZON

E: L

anga

taG

IBB

AFR

ICA

Uni

que

Sec

tion

Ave

.R

oad

type

Roa

d U

rban

or

Pub

licC

arria

gew

ay

She

et n

o.ro

ad c

ode

or li

nkW

idth

(pav

ed/

Cla

ssR

ural

Tran

spor

tC

ondi

tion

Roa

d na

me

or n

umbe

rle

ngth

unpa

ved)

(H/P

/D/

Rou

teA

BC

Sta

rtE

ndS

tart

End

(km

) (x

.x)

(m)

(x.x

)L/

A/C

)(U

/R)

(B/M

/T)

B/F

/G(a

bcd)

(from

)(to

)(fr

om)

(to)

(P/U

)82

9. P

ongu

Roa

dN

CC

082

9Ta

n. R

dE

nd0.

000.

290.

294.

00U

(G)

CU

F82

383

0. Q

uarr

y La

neN

CC

083

0B

og. R

d.E

nd0.

000.

710.

713.

20P

CU

F82

4

Qua

rry

Lane

NC

C 0

830

Bog

. Rd.

End

0.71

1.30

0.59

3.20

U(G

)C

UF

824

831.

Sim

ba H

ill R

oad

NC

C 0

831

Koi

t. R

dM

/K R

d0.

000.

520.

523.

85P

LU

B82

583

2. T

anda

la R

oad

NC

C 0

832

Bog

. Rd.

Pon

. Rd

0.00

0.46

0.46

4.00

U(G

)U

B82

683

3. T

embo

Roa

dN

CC

083

3U

sh. R

dK

oi.

Rd

0.00

0.32

0.32

6.10

PA

UF

827

834.

Tom

ilane

Roa

dN

CC

083

4K

ong.

Rd

End

0.00

0.17

0.17

4.00

U(G

)C

UB

828

835.

Tum

bili

Roa

dN

CC

083

5K

ike

Rd

End

0.00

0.73

0.73

5.30

PC

UF

829

836.

Tw

iga

Hill

Roa

dN

CC

083

6U

sh. R

dK

oit.

Rd

0.00

0.90

0.90

4.20

PL

UF

830

837.

Ush

irika

Roa

dN

CC

083

7K

ip.

Rd

Mas

a. R

d0.

002.

582.

584.

80P

LU

MF

831

(km

) (x

.xx)

Sec

tion

or li

nkS

ectio

n or

link

desc

riptio

nch

aina

ge

Pag

e 3

of 3

TAB

LE 4

.3-4

(8) R

OA

D IN

VEN

TOR

Y IN

MA

KA

DA

RA

RO

AD

INVE

NTO

RY

AR

EA:

Nai

robi

ZON

E: M

akad

ara

GIB

B A

FRIC

A

Uni

que

Sec

tion

Ave

.R

oad

type

Roa

d U

rban

or

Pub

licC

arria

gew

ay

She

et n

o.ro

ad c

ode

or li

nkW

idth

(pav

ed/

Cla

ssR

ural

Tran

spor

tC

ondi

tion

Roa

d na

me

or n

umbe

rle

ngth

unpa

ved)

(H/P

/D/

Rou

teA

BC

Sta

rtE

ndS

tart

End

(km

) (x

.x)

(m)

(x.x

)L/

A/C

)(U

/R)

(B/M

/T)

B/F

/G(a

bcd)

(from

)(to

)(fr

om)

(to)

(P/U

)83

8. G

olde

n G

ate

Dr.

NC

C 0

838

Mw

a. R

d.E

nd0.

000.

420.

425.

30P

CU

F83

083

9. G

olde

n G

ate,

Rd.

AN

CC

083

9K

ap.

Rd.

End

0.00

0.73

0.73

5.40

PC

UF

831

840.

Indu

stria

l, R

d. A

NC

C 0

840

0.00

0.19

0.19

6.80

PU

F83

284

1. In

dust

rial,

Rd.

CN

CC

084

1E

nt.

Rd.

Rd.

C4

0.00

0.63

0.63

7.50

PA

UF

833

842.

Indu

stria

l, R

d. C

2N

CC

084

2R

d. C

1E

nd0.

000.

300.

307.

50P

CU

F83

484

3. In

dust

rial,

Rd.

C3

NC

C 0

843

Rd.

C6

Rd.

C4

0.00

0.56

0.56

7.80

PL

UF

835

844.

Indu

stria

l, R

d. C

4N

CC

084

4R

d. C

Rd.

C3

0.00

0.48

0.48

8.10

PA

UF

836

845.

Indu

stria

l, R

d. C

5N

CC

084

5R

d. C

3E

nd0.

000.

500.

507.

40P

CU

F83

784

6. In

dust

rial,

Rd.

C6

NC

C 0

846

Rd.

C2

Rd.

C3

0.00

0.31

0.31

7.50

PL

UF

838

847.

Indu

stria

l, R

d. C

7N

CC

084

7R

d. C

1R

d. C

40.

000.

180.

187.

80P

LU

F83

984

8. In

dust

rial,

Rd.

DN

CC

084

8R

d. C

4V

et/S

ta.

0.00

0.40

0.40

4.00

U(E

)U

F84

084

9. In

dust

rial,

Rd.

D1

NC

C 0

849

Rd.

DK

en. V

et0.

000.

290.

294.

00U

(E)

UF

841

850.

Indu

stria

l, R

d. E

NC

C 0

850

Ent

. R

d.E

nd0.

000.

270.

276.

50P

CU

F84

285

1. K

alol

eni E

st.

Rd.

AN

CC

085

1S

ta.

Rd.

S.

Bin

. S0.

000.

320.

324.

00P

AU

F84

385

2. K

alol

eni E

st.

Rd.

BN

CC

085

2S

ta.

Rd.

Njia

Kuu

0.00

0.27

0.27

4.30

PA

UF

844

853.

Kal

olen

i Est

. R

d. C

NC

C 0

853

S. B

in. S

Mas

a. L

n.0.

000.

110.

114.

30P

AU

F84

585

4. K

alol

eni E

st.

Rd.

DN

CC

085

4Jo

g. R

d.N

jia K

uu0.

000.

300.

304.

80P

AU

F84

685

5. K

alol

eni E

st.

Rd.

EN

CC

085

5Jo

g. R

d.N

jia K

uu0.

000.

160.

165.

70P

AU

F84

785

6. L

unga

Lun

ga R

d. B

NC

C 0

856

L/L.

Rd.

L/L.

Rd.

0.00

0.34

0.34

9.00

PA

UF

848

857.

Lus

aka

Rd,

Rd.

DN

CC

085

7W

/S.

Rd.

W/S

. R

d.0.

000.

490.

497.

00P

DU

BF

849

858.

Lus

aka

Rd,

Rd.

FN

CC

085

8S

/L.

Rd.

Dun

. R

d.0.

000.

270.

277.

00P

UB

F85

085

9. M

akon

geni

Est

. R

d. A

NC

C 0

859

J/R

. Fe

nR

d. B

0.00

0.77

0.77

4.00

PA

UF

851

860.

Mak

onge

ni E

st.

Rd.

BN

CC

086

0Fe

n. K

al.

Fen.

R/W

0.00

0.54

0.54

6.00

PA

UF

852

861.

Mak

onge

ni E

st.

Rd.

CN

CC

086

1M

ain

Gat

eE

nd0.

000.

750.

756.

00P

CU

F85

386

2. M

akon

geni

Est

. R

d. D

NC

C 0

862

Rd.

CE

nd0.

000.

320.

326.

00P

CU

F85

486

3. M

akon

geni

Est

. R

d. E

NC

C 0

863

Rd.

CE

nd0.

000.

310.

314.

00P

CU

F85

586

4. M

akon

geni

Est

. R

d. F

NC

C 0

864

Rd.

CE

nd0.

000.

320.

324.

00P

CU

F85

686

5. M

akon

geni

Est

. R

d. G

NC

C 0

865

Rd.

CE

nd0.

000.

320.

325.

00P

CU

F85

786

6. M

akon

geni

Est

. R

d. H

NC

C 0

866

Rd.

CR

d. C

0.00

0.96

0.96

6.00

PA

UF

858

867.

Mak

onge

ni E

st.

Rd.

JN

CC

086

7R

d. H

Rd.

H0.

000.

150.

156.

00P

UF

859

868.

Mak

onge

ni E

st.

Rd.

KN

CC

086

8R

d. C

Rd.

H0.

000.

420.

426.

00P

UF

860

869.

Mak

onge

ni E

st.

Rd.

LN

CC

086

9R

d. H

Rd.

K0.

000.

310.

316.

00P

UF

861

870.

Mak

onge

ni E

st.

Rd.

MN

CC

087

0K

al.

Fen.

Rd.

C0.

000.

490.

495.

00P

UF

862

(km

) (x

.xx)

Sec

tion

or li

nkS

ectio

n or

link

desc

riptio

nch

aina

ge Pag

e 1

of 7

TAB

LE 4

.3-4

(8) R

OA

D IN

VEN

TOR

Y IN

MA

KA

DA

RA

RO

AD

INVE

NTO

RY

AR

EA:

Nai

robi

ZON

E: M

akad

ara

GIB

B A

FRIC

A

Uni

que

Sec

tion

Ave

.R

oad

type

Roa

d U

rban

or

Pub

licC

arria

gew

ay

She

et n

o.ro

ad c

ode

or li

nkW

idth

(pav

ed/

Cla

ssR

ural

Tran

spor

tC

ondi

tion

Roa

d na

me

or n

umbe

rle

ngth

unpa

ved)

(H/P

/D/

Rou

teA

BC

Sta

rtE

ndS

tart

End

(km

) (x

.x)

(m)

(x.x

)L/

A/C

)(U

/R)

(B/M

/T)

B/F

/G(a

bcd)

(from

)(to

)(fr

om)

(to)

(P/U

)87

1. M

akon

geni

Est

. R

d. N

NC

C 0

871

Kal

. Fe

n.R

d. C

0.00

0.42

0.42

5.00

PA

UF

863

872.

Mak

onge

ni E

st.

Rd.

QN

CC

087

2K

al.

Fen.

Rd.

C0.

000.

420.

426.

00P

AU

F86

487

3. M

akon

geni

Est

. R

d. R

NC

C 0

873

Kal

. Fe

n.R

d. C

0.00

0.42

0.42

6.00

PA

UF

865

874.

Mak

onge

ni E

st.

Rd.

SN

CC

087

4K

al.

Fen.

Rd.

C0.

000.

420.

426.

00P

AU

F86

687

5. M

akon

geni

Est

. R

d. T

NC

C 0

875

Kal

. Fe

n.R

d. C

0.00

0.42

0.42

6.00

PA

UF

867

876.

Mak

onge

ni E

st.

Rd.

UN

CC

087

6Jo

g. F

en.

I/A.

Fen

0.00

0.70

0.70

6.00

PA

UF

868

877.

Riv

erba

nk E

st.

Rd.

AN

CC

087

7A

ok. R

d.R

d. B

0.00

0.22

0.22

5.00

PU

F86

987

8. R

iver

bank

Est

. R

d. B

NC

C 0

878

Rd.

AR

d. D

0.00

0.38

0.38

5.00

PU

F87

087

9. R

iver

bank

Est

. R

d. C

NC

C 0

879

Rd.

BE

nd0.

000.

320.

325.

00P

CU

F87

188

0. R

iver

bank

Est

. R

d. D

NC

C 0

880

Rd.

CE

nd0.

000.

270.

275.

00P

CU

F87

288

1. F

r. S

hule

Rd,

Rd.

19

NC

C 0

881

Shu

l. R

d.E

nd0.

000.

110.

114.

60P

CU

F87

388

2. F

r. S

hule

Rd,

Rd.

20

NC

C 0

882

Shu

l. R

d.E

nd0.

000.

080.

084.

60P

CU

F87

488

3. F

r. U

aso

Rd,

Rd.

14

NC

C 0

883

Uas

o R

d.M

ut.

Rd.

0.00

0.10

0.10

5.40

PU

F87

588

4. A

ddis

Aba

ba R

oad

NC

C 0

884

Ent

. R

d.E

nd0.

000.

480.

486.

00P

CU

F87

688

5. A

mas

ya C

resc

ent

NC

C 0

885

M/S

. R

d.M

/S.

Rd.

0.00

0.82

0.82

7.70

PU

F87

788

6. A

oko

Roa

dN

CC

088

6M

wa.

Rd.

Mch

. R

d.0.

000.

480.

486.

70P

AU

F87

888

7. A

thi R

iver

Roa

dN

CC

088

7A

/B.

Rd.

End

0.00

0.42

0.42

6.00

PC

UF

879

888.

Bam

buri

Roa

dN

CC

088

8E

nt.

Rd.

End

0.00

0.52

0.52

6.50

PC

UF

880

889.

Ban

dari

Roa

dN

CC

088

9D

un.

Rd.

End

0.00

0.26

0.26

6.00

PC

UF

881

890.

Bar

aza

Roa

dN

CC

089

0H

am.

Rd.

Ham

. R

d.0.

000.

610.

614.

40P

AU

F88

289

1. B

aric

ho ro

adN

CC

089

1B

un.

Rd.

Lus.

Rd.

0.00

0.58

0.58

8.00

PD

UF

883

892.

Bar

ingo

Roa

dN

CC

089

2N

gi.

Rd.

Jin.

Rd.

0.00

0.13

0.13

4.30

PA

UF

884

893.

Bon

do R

oad

NC

C 0

893

Dun

. R

d.E

nd0.

000.

150.

155.

00P

CU

F88

589

4. B

umba

ni R

oad

NC

C 0

894

M/S

. R

d.E

nd0.

000.

580.

586.

00P

CU

F88

689

5. B

ungo

ma

Roa

dN

CC

089

5B

ar.

Rd.

End

0.00

0.20

0.20

7.00

PC

UF

887

896.

Bun

yala

Roa

dN

CC

089

6C

om.

Rd.

UH

. H

/W0.

000.

540.

549.

00P

DU

MF

888

897.

Bus

ama

Clo

seN

CC

089

7S

hu.

Rd.

B/B

. R

d.0.

000.

090.

094.

70P

UF

889

898.

Bus

ia R

oad

NC

C 0

898

Ent

. R

d.E

nt.

Rd.

0.00

0.64

0.64

9.00

PA

UF

890

899.

But

ere

Roa

dN

CC

089

9C

hu.

Rd.

Ban

. R

d.0.

000.

530.

538.

00P

LU

F89

190

0. C

hang

amw

e R

oad

NC

C 0

900

Ent

. R

d.E

nd0.

000.

660.

666.

40P

LU

F89

290

1. C

harle

s N

ew R

oad

NC

C 0

901

Nile

Rd.

Rab

a. R

d.0.

000.

890.

896.

60P

AU

F89

390

2. C

hege

Kab

iru R

oad

NC

C 0

902

Lai.

Rd.

Mum

. R

d.0.

000.

440.

446.

30P

AU

F89

490

3. C

hepk

erio

Roa

dN

CC

090

3H

ol.

Rd.

Lus.

Rd.

0.00

0.32

0.32

7.00

PL

UF

895

(km

) (x

.xx)

Sec

tion

or li

nkS

ectio

n or

link

desc

riptio

nch

aina

ge Pag

e 2

of 7

TAB

LE 4

.3-4

(8) R

OA

D IN

VEN

TOR

Y IN

MA

KA

DA

RA

RO

AD

INVE

NTO

RY

AR

EA:

Nai

robi

ZON

E: M

akad

ara

GIB

B A

FRIC

A

Uni

que

Sec

tion

Ave

.R

oad

type

Roa

d U

rban

or

Pub

licC

arria

gew

ay

She

et n

o.ro

ad c

ode

or li

nkW

idth

(pav

ed/

Cla

ssR

ural

Tran

spor

tC

ondi

tion

Roa

d na

me

or n

umbe

rle

ngth

unpa

ved)

(H/P

/D/

Rou

teA

BC

Sta

rtE

ndS

tart

End

(km

) (x

.x)

(m)

(x.x

)L/

A/C

)(U

/R)

(B/M

/T)

B/F

/G(a

bcd)

(from

)(to

)(fr

om)

(to)

(P/U

)90

4. C

hogo

ria R

oad

NC

C 0

904

Dun

. R

d.E

nd0.

000.

260.

266.

00P

CU

F89

690

5. C

huka

Roa

dN

CC

090

5D

ar.

Rd.

But

e. R

d.0.

000.

110.

117.

00P

UF

897

906.

Cle

soi C

lose

NC

C 0

906

Cle

. R

d.E

nd0.

000.

210.

217.

50P

CU

F89

890

7. C

leso

i Roa

dN

CC

090

7L/

L. R

d.C

le.

Cl

0.00

0.55

0.55

7.50

PU

F89

990

8. C

omm

erci

al S

treet

NC

C 0

908

Bun

y. R

d.E

nd0.

001.

021.

029.

00P

CU

F90

090

9. D

ai D

ai R

oad

NC

C 0

909

Zan.

Rd.

Mko

. R

d.0.

000.

570.

576.

60P

LU

F90

191

0. D

akar

Roa

dN

CC

091

0E

nt.

Rd.

End

0.00

0.67

0.67

5.00

PC

UF

902

911.

Dar

-Es-

Sal

aam

Roa

dN

CC

091

1D

un.

Rd.

Ent

. R

d.0.

000.

730.

7310

.00

PD

UF

903

912.

Don

dori

Roa

dN

CC

091

2D

un.

Rd.

S/L

. R

d.0.

000.

280.

287.

00P

AU

F90

491

3. D

unga

Roa

dN

CC

091

3M

/D.

Rd.

W/S

. R

d.0.

000.

630.

639.

00P

DU

F90

591

4. E

na R

oad

NC

C 0

914

Nzu

i. R

d.E

nd0.

000.

040.

045.

60P

CU

F90

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918

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921

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140.

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2. H

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PA

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924

933.

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o R

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C 0

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170.

175.

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F92

593

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926

935.

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290.

297.

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ogoo

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093

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ndhi

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0.00

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PU

BF

928

(km

) (x

.xx)

Sec

tion

or li

nkS

ectio

n or

link

desc

riptio

nch

aina

ge Pag

e 3

of 7

TAB

LE 4

.3-4

(8) R

OA

D IN

VEN

TOR

Y IN

MA

KA

DA

RA

RO

AD

INVE

NTO

RY

AR

EA:

Nai

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E: M

akad

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GIB

B A

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A

Uni

que

Sec

tion

Ave

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oad

type

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rban

or

Pub

licC

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ay

She

et n

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idth

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ed/

Cla

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ural

Tran

spor

tC

ondi

tion

Roa

d na

me

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umbe

rle

ngth

unpa

ved)

(H/P

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Rou

teA

BC

Sta

rtE

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tart

End

(km

) (x

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(m)

(x.x

)L/

A/C

)(U

/R)

(B/M

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B/F

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(from

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)(fr

om)

(to)

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7. K

abiru

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dN

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093

7D

ai D

ai R

dD

ai D

ai R

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000.

290.

296.

00P

AU

F92

993

8. K

abra

s R

oad

NC

C 0

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205.

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CU

F93

093

9. K

ampa

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194

0. K

ampa

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294

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304.

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710.

716.

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F93

494

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atul

o R

oad

NC

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ai R

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hang

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105.

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794

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220.

224.

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F93

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0.24

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946

955.

Lik

oni R

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C 0

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tion

or li

nkS

ectio

n or

link

desc

riptio

nch

aina

ge Pag

e 4

of 7

TAB

LE 4

.3-4

(8) R

OA

D IN

VEN

TOR

Y IN

MA

KA

DA

RA

RO

AD

INVE

NTO

RY

AR

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(km

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B/F

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297

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acha

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DU

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397

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aria

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NC

C 0

975

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190.

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991

(km

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Sec

tion

or li

nkS

ectio

n or

link

desc

riptio

nch

aina

ge Pag

e 5

of 7

TAB

LE 4

.3-4

(8) R

OA

D IN

VEN

TOR

Y IN

MA

KA

DA

RA

RO

AD

INVE

NTO

RY

AR

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(B/M

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B/F

/G(a

bcd)

(from

)(to

)(fr

om)

(to)

(P/U

)10

01. N

jia K

uu R

oad

NC

C 1

001

Kal

. R

d.Lo

op.

Rd.

0.00

0.65

0.65

4.30

PA

UF

992

1002

. Njiw

a R

oad

NC

C 1

002

Lik.

Fen

.N

gi.

Rd.

0.00

0.83

0.83

4.70

PL

UF

993

"

NC

C 1

002

Lik.

Fen

.N

gi.

Rd.

0.83

1.12

0.29

4.70

U(E

)L

UB

F99

310

03. N

yahe

ra R

oad

NC

C 1

003

L/L.

Rd.

End

0.00

0.29

0.29

7.00

PC

UF

994

1004

. Nzi

u R

oad

NC

C 1

004

Mum

. R

d.M

/S.

Rd.

0.00

0.50

0.50

5.30

PU

F99

510

05. O

l Don

yo L

enga

i Rd.

NC

C 1

005

M/S

. R

d.M

/S.

Rd.

0.00

0.60

0.60

6.80

PA

UF

996

1006

. Ol D

onyo

Sab

uk R

d.N

CC

100

6M

/S.

Rd.

M/S

. R

d.0.

000.

670.

676.

90P

AU

F99

710

07. O

l Kal

ou R

oad

NC

C 1

007

Nan

. R

d.E

nd0.

000.

470.

477.

50P

CU

F99

810

08. P

ate

Roa

dN

CC

100

8L/

L. R

d.E

nd0.

000.

490.

497.

00P

CU

F99

910

09. P

lain

s V

iew

Roa

dN

CC

100

9S

ore.

Rd.

Uw

a. R

d.0.

000.

670.

676.

00P

LU

F10

0010

10. R

abai

Roa

dN

CC

101

0Jo

g. R

d.M

/S.

Rd.

0.00

1.70

1.70

7.10

PD

UF

1001

1011

. Ran

gwe

Clo

seN

CC

101

1S

er.

Rd.

End

0.00

0.13

0.13

7.50

PC

UF

1002

1012

. Ran

gwe

Roa

dN

CC

101

2L/

L. R

d.S

er.

Rd.

0.00

0.15

0.15

7.50

PU

F10

0310

13. R

ev. S

ymek

ha R

oad

NC

C 1

013

Kat

u. R

d.E

nd0.

000.

470.

475.

30P

CU

F10

0410

14. R

uiru

aka

Cre

scen

tN

CC

101

4U

aso

Rd.

Uas

o. R

d.0.

001.

691.

694.

80P

AU

F10

0510

15. R

ukw

a R

oad

NC

C 1

015

Rui

Crs

.R

ui.

Crs

.0.

000.

620.

626.

50P

UF

1006

1016

. Sad

i Roa

dN

CC

101

6K

api R

d.K

api.

Rd.

0.00

0.30

0.30

4.50

PA

UF

1007

1017

. Sal

im A

li B

in S

alim

Rd.

NC

C 1

017

Sta

. R

d.N

jia K

uu0.

000.

270.

274.

00P

AU

F10

0810

18. S

asio

Roa

d (p

t.1)

NC

C 1

018

Ser

. R

d.L/

L. R

d.0.

000.

260.

267.

00P

DU

F10

0910

19. S

asio

Roa

d (p

t.2)

NC

C 1

019

P/L

. D

ep.

L/L.

Rd.

0.26

1.08

0.82

7.50

PD

UF

1010

1020

. Sem

e R

oad

NC

C 1

020

Ham

. Rd.

Ham

. R

d.0.

000.

630.

634.

70P

AU

F10

1110

21. S

erem

Clo

seN

CC

102

1L/

L. R

d.S

as.

Rd.

0.00

0.19

0.19

7.50

PL

UF

1012

1022

. Ser

em R

oad

NC

C 1

022

L/L.

Rd.

Sas

. R

d.0.

000.

880.

887.

50P

LU

F10

1310

23. S

hiku

nga

Roa

dN

CC

102

3M

uk. R

d.M

ak.

Rd.

0.00

0.32

0.32

5.00

PA

UF

1014

1024

. Shu

le C

lose

NC

C 1

024

C/N

Rd.

End

0.00

0.22

0.22

4.70

PC

UF

1015

1025

. Shu

le R

oad

NC

C 1

025

Rab

a. R

d.N

ya.

Rd.

0.00

0.76

0.76

6.80

PA

UF

1016

1026

. Sor

e D

rive

NC

C 1

026

Sor

e. L

n.M

azi.

Rd.

0.00

0.38

0.38

5.00

PU

F10

1710

27. S

ore

Lane

NC

C 1

027

Maz

. R

d.M

sa.

Rd.

0.00

0.06

0.06

5.00

PU

F10

1810

28. S

ore

Roa

dN

CC

102

8M

sa. R

d.K

api.

Rd.

0.00

0.71

0.71

6.65

PD

UF

1019

1029

. Sot

ik R

oad

NC

C 1

029

Bun

. R

d.H

ola.

Rd.

0.00

0.17

0.17

6.00

U(G

)U

BF

1020

1030

. Sta

dium

Roa

dN

CC

103

0Jo

g. R

d.E

nd0.

000.

900.

906.

00P

CU

F10

2110

31. T

ana

Cre

scen

tN

CC

103

1B

/B.

Rd.

B/B

. R

d.0.

000.

400.

405.

30P

AU

F10

2210

32. T

inda

Clo

seN

CC

103

2C

/New

Rd

End

0.00

0.15

0.15

4.80

PC

UF

1023

(km

) (x

.xx)

Sec

tion

or li

nkS

ectio

n or

link

desc

riptio

nch

aina

ge Pag

e 6

of 7

TAB

LE 4

.3-4

(8) R

OA

D IN

VEN

TOR

Y IN

MA

KA

DA

RA

RO

AD

INVE

NTO

RY

AR

EA:

Nai

robi

ZON

E: M

akad

ara

GIB

B A

FRIC

A

Uni

que

Sec

tion

Ave

.R

oad

type

Roa

d U

rban

or

Pub

licC

arria

gew

ay

She

et n

o.ro

ad c

ode

or li

nkW

idth

(pav

ed/

Cla

ssR

ural

Tran

spor

tC

ondi

tion

Roa

d na

me

or n

umbe

rle

ngth

unpa

ved)

(H/P

/D/

Rou

teA

BC

Sta

rtE

ndS

tart

End

(km

) (x

.x)

(m)

(x.x

)L/

A/C

)(U

/R)

(B/M

/T)

B/F

/G(a

bcd)

(from

)(to

)(fr

om)

(to)

(P/U

)10

33. U

holo

Roa

dN

CC

103

3M

wa.

Rd.

Msa

. R

d.0.

000.

610.

616.

00P

AU

F10

2410

34. U

kwal

a R

oad

NC

C 1

034

P/V

iew

Rd.

P/V

iew

Rd.

0.00

0.43

0.43

5.00

PA

UF

1025

1035

. Vija

na R

oad

NC

C 1

035

Jog.

Rd.

Mak

. Fen

0.00

0.07

0.07

6.00

PL

UF

1026

1036

. Voi

Clo

seN

CC

103

6S

hu.

Rd.

End

0.00

0.13

0.13

5.00

PC

UF

1027

1037

. Wai

ga C

lose

NC

C 1

037

C/N

ew. R

dE

nd0.

000.

110.

114.

70P

CU

F10

2810

38. W

ajir

Roa

dN

CC

103

8B

and.

Rd.

Cho

g. R

d.0.

000.

130.

136.

00P

AU

F10

2910

39. W

itu R

oad

NC

C 1

039

Lus.

Rd.

End

0.00

0.15

0.15

6.70

U(G

)C

UB

F10

3010

40. W

orks

hops

Roa

dN

CC

104

0D

un.

Rd.

Bun

y. R

d.0.

000.

280.

288.

00P

AU

F10

3110

41. W

unda

nyi R

oad

NC

C 1

041

Nan

. R

d.E

nd0.

000.

530.

539.

00P

CU

F10

3210

42. Y

anga

Roa

dN

CC

104

2M

wa.

Rd.

End

0.00

0.06

0.06

7.00

PC

UF

1033

1043

. Zan

ziba

r Roa

dN

CC

104

3S

ore.

Rd.

Dai

Dai

Rd.

0.00

0.34

0.34

6.60

PA

UF

1034

(km

) (x

.xx)

Sec

tion

or li

nkS

ectio

n or

link

desc

riptio

nch

aina

ge Pag

e 7

of 7

TAB

LE 4

.3-4

(9) R

OA

D IN

VEN

TOR

Y IN

MA

THA

RE

RO

AD

INVE

NTO

RY

AR

EA:

Nai

robi

ZON

E: M

atha

reG

IBB

AFR

ICA

Uni

que

Sec

tion

Ave

.R

oad

type

Roa

d U

rban

or

Pub

licC

arria

gew

ay

She

et

road

cod

eor

link

Wid

th(p

aved

/C

lass

Rur

alTr

ansp

ort

Con

ditio

nN

o.R

oad

nam

e or

num

ber

leng

thun

pave

d)(H

/P/D

/R

oute

AB

CS

tart

End

Sta

rtE

nd(k

m)

(x.x

)(m

) (x

.x)

L/A

/C)

(U/R

)(B

/M/T

)B

/F/G

(abc

d)(fr

om)

(to)

(from

)(to

)(P

/U)

1044

. Bre

wer

y R

d. A

NC

C 1

044

O/R

Rd.

Rd.

B0.

000.

250.

256.

00P

AU

B10

3510

45. B

rew

ery

Rd.

BN

CC

104

5Th

ika

Rd

Hen

kel

0.00

0.47

0.47

6.80

PA

UB

1036

1046

. Bre

wer

y R

d. D

NC

C 1

046

Rd.

CB

/G.

Rd.

0.00

0.61

0.61

4.00

U(E

)A

UB

1037

1047

. Bre

wer

y R

d. C

NC

C 1

047

Rd.

BE

nd0.

000.

140.

146.

40P

CU

B10

3810

48. D

rive-

In R

d. 1

NC

C 1

048

Rd.

3R

d. 2

0.00

0.20

0.20

5.10

PA

UF

1039

1049

. Driv

e-In

Rd.

10

NC

C 1

049

Rd.

7R

d. 6

0.00

0.11

0.11

5.10

PA

UB

1040

1050

. Driv

e-In

Rd.

11

NC

C 1

050

Rd.

8R

d. 2

0.00

0.47

0.47

5.10

PL

UF

1041

1051

. Driv

e-In

Rd.

1B

NC

C 1

051

Rd.

BE

nd0.

000.

260.

265.

10P

CU

B10

4210

52. D

rive-

In R

d. 2

NC

C 1

052

Rd.

1R

d. 1

10.

000.

120.

125.

10P

AU

B10

4310

53. D

rive-

In R

d. 3

NC

C 1

053

Rd.

2R

d. 1

10.

000.

120.

125.

10P

AU

F10

4410

54. D

rive-

In R

d. 4

NC

C 1

054

Rd.

11

Rd.

50.

000.

100.

105.

10P

AU

F10

4510

55. D

rive-

In R

d. 5

NC

C 1

055

Rd.

4E

nd0.

000.

080.

085.

10P

CU

B10

4610

56. D

rive-

In R

d. 6

NC

C 1

056

Rd.

11

Rd.

10

0.00

0.07

0.07

5.10

PA

UF

1047

1057

. Driv

e-In

Rd.

7N

CC

105

7R

d. 2

Rd.

11

0.00

0.13

0.13

5.10

PA

UF

1048

1058

. Driv

e-In

Rd.

8N

CC

105

8R

d. 9

Rd.

11

0.00

0.10

0.10

5.10

PA

UB

1049

1059

. Driv

e-In

Rd.

9N

CC

105

9R

d. 7

Rd.

80.

000.

080.

085.

10P

AU

F10

5010

60. D

rive-

In R

d. A

NC

C 1

060

Rd.

1E

nd0.

000.

510.

515.

10U

(E)

CU

F10

5110

61. D

rive-

In R

d. B

NC

C 1

061

Rd.

AR

d. C

0.00

1.00

1.00

6.35

PL

UF

1052

1062

. Driv

e-In

Rd.

CN

CC

106

2R

d. B

Rd.

D0.

000.

220.

226.

00P

AU

B10

5310

63. D

rive-

In R

d. D

NC

C 1

063

Rd.

CE

nd0.

000.

250.

256.

10P

CU

BB

1054

1064

. Driv

e-In

Rd.

4A

NC

C 1

064

Rd.

4B

End

0.00

0.11

0.11

5.10

PC

UB

B10

5510

65. D

rive-

In R

d. 4

BN

CC

106

5R

d. 4

AR

d. 4

E0.

000.

150.

155.

10P

AU

B10

5610

66. D

rive-

In R

d. 4

CN

CC

106

6R

d. 4

BR

d. 4

D0.

000.

080.

085.

10P

AU

B10

5710

67. D

rive-

In R

d. 4

DN

CC

106

7R

d. 4

CR

d. 4

E0.

000.

140.

145.

10P

AU

B10

5810

68. D

rive-

In R

d. 4

EN

CC

106

8R

d. 4

DR

d. 4

B0.

000.

120.

125.

10P

AU

B10

5910

69. D

rive-

In R

d. 5

BN

CC

106

9R

d. 4

End

0.00

0.12

0.12

5.10

PC

UB

1060

1070

. Driv

e-In

Rd.

ZN

CC

107

0R

d. 4

Rd.

4A

0.00

0.05

0.05

5.10

PA

UB

1061

1071

. Gar

den

Est

. R

d. C

NC

C 1

071

Rd.

CE

nd0.

001.

221.

225.

00U

(E)

CU

B10

6210

72. G

arde

n E

st.

Rd.

DN

CC

107

2G

/E.

Rd.

End

0.00

0.25

0.25

4.90

PC

UB

1063

1073

. Gar

den

Est

. R

d. E

NC

C 1

073

G/E

. R

d.E

nd0.

000.

290.

295.

00U

(G)

CU

B10

6410

74. G

arde

n E

st.

Rd.

FN

CC

107

4G

/E.

Rd.

End

0.00

0.18

0.18

5.00

PC

UB

1065

1075

. Gar

den

Est

. R

d. G

NC

C 1

075

G/E

. R

d.R

/W.

Rd.

0.00

1.35

1.35

5.00

U(E

)U

B10

6610

76. G

arde

n E

st.

Rd.

HN

CC

107

6G

/E.

Rd.

Mar

u. R

d0.

000.

250.

255.

00U

(E)

UB

1067

Sec

tion

or li

nkS

ectio

n or

link

desc

riptio

nch

aina

ge(k

m)

(x.x

x)

Pag

e 1

of 6

TAB

LE 4

.3-4

(9) R

OA

D IN

VEN

TOR

Y IN

MA

THA

RE

RO

AD

INVE

NTO

RY

AR

EA:

Nai

robi

ZON

E: M

atha

reG

IBB

AFR

ICA

Uni

que

Sec

tion

Ave

.R

oad

type

Roa

d U

rban

or

Pub

licC

arria

gew

ay

She

et n

o.ro

ad c

ode

or li

nkW

idth

(pav

ed/

Cla

ssR

ural

Tran

spor

tC

ondi

tion

Roa

d na

me

or n

umbe

rle

ngth

unpa

ved)

(H/P

/D/

Rou

teA

BC

Sta

rtE

ndS

tart

End

(km

) (x

.x)

(m)

(x.x

)L/

A/C

)(U

/R)

(B/M

/T)

B/F

/G(a

bcd)

(from

)(to

)(fr

om)

(to)

(P/U

)10

77. G

ithur

ai E

. R

d. G

NC

C 1

077

N/T

Rd.

Kam

. R

d0.

000.

100.

106.

40P

AU

B10

68

"N

CC

107

7N

/T R

d.K

am.

Rd

0.10

0.73

0.63

6.40

U(G

)A

UB

1068

"

NC

C 1

077

N/T

Rd.

Kam

. R

d0.

731.

640.

916.

40U

(E)

AU

B10

6810

78. G

ithur

ai E

. R

d. H

NC

C 1

078

G.

Rd

End

0.00

0.21

0.21

3.50

U(E

)C

UB

1069

1079

. Gith

urai

E.

Rd.

IN

CC

107

9G

. R

dE

nd0.

000.

330.

333.

30U

(E)

CU

B10

7010

80. G

ithur

ai E

. R

d. J

NC

C 1

080

G.

Rd

End

0.00

0.45

0.45

3.50

U(E

)C

UB

1071

1081

. Gith

urai

E.

Rd.

KN

CC

108

1G

. R

dE

nd0.

000.

510.

513.

50U

(E)

CU

B10

7210

82. G

ithur

ai W

. R

d. A

1N

CC

108

2K

am.

Rd

Gith

. S

ch.

0.00

1.14

1.14

4.90

U(E

)U

B10

7310

83. G

ithur

ai W

. R

d. A

2N

CC

108

3G

ith.

Sch

.K

am.

Rd

0.00

1.14

1.14

4.90

U(E

)U

B10

7410

84. G

ithur

ai W

. R

d. A

3N

CC

108

4K

am.

Rd

Gith

. S

ch.

0.00

1.14

1.14

4.90

U(E

)U

B10

7510

85. G

ithur

ai W

. R

d. A

4N

CC

108

5G

ith.

Sch

.K

am.

Rd

0.00

1.14

1.14

4.90

U(E

)U

B10

7610

86. G

ithur

ai W

. R

d. A

5N

CC

108

6K

am.

Rd

Gith

. S

ch.

0.00

1.14

1.14

4.90

U(E

)U

B10

7710

87. G

ithur

ai W

. R

d. A

6N

CC

108

7K

am.

Rd

Gith

. S

ch.

0.00

1.14

1.14

4.90

U(E

)U

B10

7810

88. G

ithur

ai W

. R

d. A

7N

CC

108

8G

ith. M

rkt.

Kam

. R

d0.

001.

141.

144.

90U

(E)

CU

B10

7910

89. G

ithur

ai W

. R

d. B

1N

CC

108

9K

am.

Rd

Gith

. Shp

s0.

000.

230.

233.

30P

AU

B10

80

"N

CC

108

9K

am.

Rd

Gith

. Shp

s0.

231.

871.

643.

30U

(E)

AU

B10

8010

90. G

ithur

ai W

. R

d. B

2N

CC

109

0K

am.

Rd

F. R

d0.

001.

321.

323.

50U

(E)

AU

B10

8110

91. G

ithur

ai W

. R

d. C

NC

C 1

091

B2

Rd

C.

Rd

0.00

0.33

0.33

3.50

U(E

)U

B10

8210

92. G

ithur

ai W

. R

d. D

NC

C 1

092

D.

Rd

B1.

Rd

0.00

0.28

0.28

3.60

U(E

)U

B10

8310

93. G

ithur

ai W

. R

d. E

NC

C 1

093

B1.

Rd

End

0.00

0.29

0.29

4.00

U(E

)C

UB

1084

1094

. Gith

urai

W. R

d. F

NC

C 1

094

B1.

Rd

End

0.00

0.28

0.28

4.30

U(E

)C

UB

1085

1095

. Grd

n. E

st, R

d.A

(pt.2

)N

CC

109

5R

/W.

Rd

End

0.00

0.65

0.65

4.00

PC

UB

1086

A10

96. G

rdn.

Est

, Rd.

B (p

t.2)

NC

C 1

096

R/W

. R

dE

nd0.

000.

230.

235.

40P

CU

B10

86B

1097

. Grd

n. E

st, R

d.A

(pt.1

)N

CC

109

7R

/W.

Rd

End

0.00

0.26

0.26

4.00

PC

UB

1087

1098

. Grd

n. E

st, R

d.B

(pt.1

)N

CC

109

8R

/W.

Rd

End

0.00

0.16

0.16

3.30

PC

UM

B10

8810

99. H

urum

a E

st. R

d. A

NC

C 1

099

N/R

. R

dO

/M.

Rd

0.00

0.53

0.53

3.50

PA

UB

1089

1100

. Hur

uma

Est

. Rd.

BN

CC

110

0M

ath.

Rd

Juja

Rd

0.00

0.94

0.94

9.00

PA

UB

1090

1101

. Hur

uma

Est

. Rd.

CN

CC

110

1R

d. B

End

0.00

0.23

0.23

5.30

PC

UB

1091

1102

. Hur

uma

Est

. Rd.

DN

CC

110

2R

d. B

End

0.00

0.16

0.16

5.40

PC

UB

1092

1103

. Hur

uma

Est

. Rd.

D1

NC

C 1

103

Rd.

CR

d. D

0.00

0.13

0.13

6.10

PA

UB

1093

1104

. Hur

uma

Est

. Rd.

EN

CC

110

4R

d. B

End

0.00

0.10

0.10

5.50

PC

UB

1094

1105

. Hur

uma

Est

. Rd.

FN

CC

110

5R

d. B

Rd.

X0.

000.

300.

305.

20P

LU

B10

95

desc

riptio

nch

aina

ge(k

m)

(x.x

x)

Sec

tion

or li

nkS

ectio

n or

link

Pag

e 2

of 6

TAB

LE 4

.3-4

(9) R

OA

D IN

VEN

TOR

Y IN

MA

THA

RE

RO

AD

INVE

NTO

RY

AR

EA:

Nai

robi

ZON

E: M

atha

reG

IBB

AFR

ICA

Uni

que

Sec

tion

Ave

.R

oad

type

Roa

d U

rban

or

Pub

licC

arria

gew

ay

She

et n

o.ro

ad c

ode

or li

nkW

idth

(pav

ed/

Cla

ssR

ural

Tran

spor

tC

ondi

tion

Roa

d na

me

or n

umbe

rle

ngth

unpa

ved)

(H/P

/D/

Rou

teA

BC

Sta

rtE

ndS

tart

End

(km

) (x

.x)

(m)

(x.x

)L/

A/C

)(U

/R)

(B/M

/T)

B/F

/G(a

bcd)

(from

)(to

)(fr

om)

(to)

(P/U

)11

06. H

urum

a E

st. R

d. F

1N

CC

110

6R

d. F

Mat

h. R

d0.

000.

630.

635.

60P

AU

B10

9611

07. H

urum

a E

st. R

d. G

NC

C 1

107

Rd.

BE

nd0.

000.

090.

095.

70P

CU

B10

9711

08. H

urum

a E

st. R

d. K

NC

C 1

108

Rd.

BE

nd0.

000.

100.

105.

70P

CU

B10

9811

09. H

urum

a R

d. 2

NC

C 1

109

Mat

h. R

dR

d. 3

0.00

0.12

0.12

5.80

PA

UB

1099

1110

. Hur

uma

Rd.

3N

CC

111

0R

d. 2

Rd.

Y0.

001.

001.

005.

80P

LU

B11

0011

11. H

urum

a R

d. A

1N

CC

111

1H

ur.

Rd

End

0.00

0.33

0.33

5.80

PC

UB

1101

1112

. Hur

uma

Rd.

A2

NC

C 1

112

Rd.

A1

End

0.00

0.25

0.25

5.80

PC

UB

1102

"

NC

C 1

112

Rd.

A1

End

0.25

0.34

0.09

5.80

U(E

)C

UB

1102

1113

. Hur

uma

Rd.

A3

NC

C 1

113

Rd.

A1

End

0.00

0.50

0.50

5.80

PC

UB

1103

1114

. Hur

uma

Rd.

A4

NC

C 1

114

Rd.

AN

/R.

Rd

0.00

0.23

0.23

5.80

PA

UB

1104

"

NC

C 1

114

Rd.

AN

/R.

Rd

0.23

0.33

0.10

5.80

U(E

)A

UB

1104

1115

. Hur

uma

Rd.

A5

NC

C 1

115

Rd.

A4

End

0.00

0.19

0.19

5.80

PC

UM

B11

0511

16. H

urum

a R

d. A

6N

CC

111

6R

d. A

4E

nd0.

175.

80P

CU

MB

1106

1117

. Hur

uma

Rd.

XN

CC

111

7R

d. Y

O/R

. R

d0.

000.

990.

995.

90P

AU

MB

1107

"

NC

C 1

117

Rd.

YO

/R.

Rd

0.99

1.14

0.15

5.90

U(E

)A

UB

1107

1118

. Hur

uma

Rd.

ZN

CC

111

8H

ur.

Rd

Rd.

X0.

000.

210.

215.

90P

AU

B11

0811

19. H

urum

a R

d. Z

1N

CC

111

9H

ur.

Rd

Rd.

X0.

000.

210.

215.

90P

AU

B11

0911

20. J

ua K

ali E

st. R

d D

NC

C 1

120

Rd.

AE

nd0.

000.

150.

153.

00U

(G)

CU

B11

1011

21. K

ahaw

a W

. Rd.

BN

CC

112

1K

ah/W

. Rd

D.

Est

.0.

000.

230.

236.

10P

AU

B11

1111

22. K

ahaw

a W

. Rd.

B1

NC

C 1

122

Rd.

B1

End

0.00

0.36

0.36

5.60

PC

UB

1112

1123

. Kah

awa

W. R

d. B

2N

CC

112

3R

d. B

1E

nd0.

000.

140.

145.

10P

CU

B11

1311

24. K

ahaw

a W

. Rd.

CN

CC

112

4K

ah/W

. Rd

End

0.00

0.60

0.60

5.10

U(E

)C

UB

1114

1125

. Kah

awa

W. R

d. D

NC

C 1

125

Rd.

AR

d. B

0.00

0.80

0.80

5.10

PA

UB

1115

1126

. Kah

awa

W. R

d. A

NC

C 1

126

Kah

/W. R

dR

d. D

0.00

0.27

0.27

6.10

PA

UM

B11

1611

27. K

ario

bang

i N. R

d.A

NC

C 1

127

Kam

. R

dR

d. P

0.00

0.16

0.16

PA

UB

1117

1128

. Kar

ioba

ngi N

. Rd.

BN

CC

112

8K

am.

Rd

Rd.

E0.

000.

150.

152.

20P

AU

B11

1811

29. K

ario

bang

i N. R

d.C

NC

C 1

129

Kam

. R

dR

d. E

0.00

0.15

0.15

2.80

PA

UB

1119

1130

. Kar

ioba

ngi N

. Rd.

DN

CC

113

0R

d. A

Rd.

F0.

000.

120.

123.

50P

AU

B11

2011

31. K

ario

bang

i N. R

d.E

NC

C 1

131

Rd.

AR

d. F

0.00

0.13

0.13

3.20

PA

UB

1121

1132

. Kar

ioba

ngi N

. Rd.

FN

CC

113

2R

d. E

Rd.

A0.

000.

470.

473.

90P

AU

B11

2211

33. K

ario

bang

i N. R

d.G

NC

C 1

133

Rd.

FR

d. L

0.00

0.12

0.12

3.70

PA

UB

1123

1134

. Kar

ioba

ngi N

. Rd.

HN

CC

113

4R

d. F

Rd.

L0.

000.

120.

123.

20P

AU

B11

2411

35. K

ario

bang

i N. R

d.K

NC

C 1

135

Rd.

AR

d. F

0.00

0.12

0.12

3.60

PA

UB

B11

25

Sec

tion

or li

nkS

ectio

n or

link

desc

riptio

nch

aina

ge(k

m)

(x.x

x)

Pag

e 3

of 6

TAB

LE 4

.3-4

(9) R

OA

D IN

VEN

TOR

Y IN

MA

THA

RE

RO

AD

INVE

NTO

RY

AR

EA:

Nai

robi

ZON

E: M

atha

reG

IBB

AFR

ICA

Uni

que

Sec

tion

Ave

.R

oad

type

Roa

d U

rban

or

Pub

licC

arria

gew

ay

She

et n

o.ro

ad c

ode

or li

nkW

idth

(pav

ed/

Cla

ssR

ural

Tran

spor

tC

ondi

tion

Roa

d na

me

or n

umbe

rle

ngth

unpa

ved)

(H/P

/D/

Rou

teA

BC

Sta

rtE

ndS

tart

End

(km

) (x

.x)

(m)

(x.x

)L/

A/C

)(U

/R)

(B/M

/T)

B/F

/G(a

bcd)

(from

)(to

)(fr

om)

(to)

(P/U

)11

36. K

ario

bang

i N. R

d.L

NC

C 1

136

Rd.

AR

d. F

0.00

0.12

0.12

3.40

PA

UB

1126

1137

. Kar

ioba

ngi N

. Rd.

MN

CC

113

7R

d. A

Rd.

F0.

000.

120.

122.

70P

AU

B11

2711

38. K

ario

bang

i N. R

d.P

NC

C 1

138

O/R

. R

dA

IC0.

000.

660.

663.

50U

(E)

AU

MB

1128

1139

. Kar

ioba

ngi N

. Rd.

QN

CC

113

9R

d. A

End

0.00

0.14

0.14

3.50

U(E

)C

UB

1129

1140

. Kar

ioba

ngi N

. Rd.

RN

CC

114

0K

am.

Rd

End

0.00

0.17

0.17

3.50

U(E

)C

UB

1130

1141

. Kar

ioba

ngi N

. Rd.

SN

CC

114

1R

d. R

End

0.00

0.11

0.11

3.50

U(E

)C

UB

1131

1142

. Kar

ioba

ngi N

. Rd.

TN

CC

114

2K

am.

Rd

O/R

. R

d0.

000.

650.

653.

50U

(E)

AU

B11

3211

43. K

asar

ani S

td. R

d. A

NC

C 1

143

Kas

a. R

dR

d. B

0.00

0.34

0.34

5.40

PD

UB

1133

1144

. Kas

aran

i Std

. Rd.

BN

CC

114

4K

as/G

ate

Kas

a. R

d0.

004.

724.

729.

00P

UB

1134

1145

. Kas

aran

i Std

. Rd.

CN

CC

114

5K

asa.

Rd

Kas

a. R

d0.

000.

240.

245.

40P

UB

1135

1146

. Kas

aran

i Std

. Rd.

DN

CC

114

6N

jiru

Rd

Thik

a R

d0.

004.

054.

059.

00P

UB

1136

1147

. Kor

ogoc

ho R

d. A

NC

C 1

147

B R

d.D

Rd

0.00

0.58

0.58

4.00

U(E

)U

B11

3711

48. K

orog

ocho

Rd.

BN

CC

114

8C

Rd.

End

0.00

0.23

0.23

4.00

U(E

)C

UB

1138

1149

. Kor

ogoc

ho R

d. D

NC

C 1

149

Kom

a R

d.H

R

d.0.

001.

521.

524.

00U

(E)

UB

1139

1150

. Kor

ogoc

ho R

d. E

NC

C 1

150

Mat

h. R

dC

. R

d0.

000.

280.

284.

00U

(E)

UB

1140

1151

. Kor

ogoc

ho R

d. F

NC

C 1

151

O R

dK

. R

d0.

000.

280.

284.

00U

(E)

UB

1141

1152

. Kor

ogoc

ho R

d. G

NC

C 1

152

C R

d.D

Rd

0.00

0.21

0.21

4.00

U(E

)U

B11

4211

53. K

orog

ocho

Rd.

HN

CC

115

3C

Rd.

End

0.00

0.19

0.19

4.00

U(E

)C

UB

1143

1154

. Kor

ogoc

ho R

d. J

NC

C 1

154

C R

d.E

nd0.

000.

200.

204.

00U

(E)

CU

B11

4411

55. K

orog

ocho

Rd.

KN

CC

115

5C

Rd.

End

0.00

0.20

0.20

4.00

U(E

)C

UB

1145

1156

. Kor

ogoc

ho R

d. L

NC

C 1

156

C R

d.E

nd0.

000.

230.

234.

00U

(E)

CU

B11

4611

57. K

orog

ocho

Rd.

MN

CC

115

7C

Rd.

End

0.00

0.27

0.27

4.00

U(E

)C

UB

1147

1158

. Kor

ogoc

ho R

d. N

NC

C 1

158

C R

d.E

nd0.

000.

360.

364.

00U

(E)

CU

B11

4811

59. K

orog

ocho

Rd.

ON

CC

115

9C

Rd.

End

0.00

0.24

0.24

4.00

U(E

)C

UB

1149

1160

. Kor

ogoc

ho R

d. P

NC

C 1

160

C R

d.E

nd0.

000.

290.

294.

00U

(E)

CU

B11

5011

61. K

orog

ocho

Rd.

QN

CC

116

1D

Rd

End

0.00

0.10

0.10

4.00

U(E

)C

UB

1151

1162

. Kor

ogoc

ho R

d. R

NC

C 1

162

K/L

. R

d.E

nd0.

000.

200.

204.

00U

(E)

CU

B11

5211

63. K

orog

ocho

Rd.

SN

CC

116

3C

Rd.

End

0.00

0.28

0.28

4.00

U(E

)C

UB

1153

1164

. Krb

ngi.

N. R

d. A

1N

CC

116

4O

/R.

Rd

O/R

. R

d0.

000.

460.

463.

20U

(E)

UB

1154

1165

. Krb

ngi.

N. R

d. A

2N

CC

116

5O

/R.

Rd

O/R

. R

d0.

000.

160.

163.

20P

UB

1155

1166

. Mat

hare

N. R

d. H

NC

C 1

166

Rd.

BR

d. X

0.00

0.31

0.31

5.40

PA

UB

1156

1167

. Mat

hare

N. R

d. H

1N

CC

116

7R

d. H

End

0.00

0.19

0.19

5.30

PC

UB

1157

1168

. Mat

hare

N. R

d. Y

NC

C 1

168

Thik

a R

dJu

ja R

d0.

002.

052.

057.

32P

AU

MB

1158

desc

riptio

nch

aina

ge(k

m)

(x.x

x)

Sec

tion

or li

nkS

ectio

n or

link

Pag

e 4

of 6

TAB

LE 4

.3-4

(9) R

OA

D IN

VEN

TOR

Y IN

MA

THA

RE

RO

AD

INVE

NTO

RY

AR

EA:

Nai

robi

ZON

E: M

atha

reG

IBB

AFR

ICA

Uni

que

Sec

tion

Ave

.R

oad

type

Roa

d U

rban

or

Pub

licC

arria

gew

ay

She

et n

o.ro

ad c

ode

or li

nkW

idth

(pav

ed/

Cla

ssR

ural

Tran

spor

tC

ondi

tion

Roa

d na

me

or n

umbe

rle

ngth

unpa

ved)

(H/P

/D/

Rou

teA

BC

Sta

rtE

ndS

tart

End

(km

) (x

.x)

(m)

(x.x

)L/

A/C

)(U

/R)

(B/M

/T)

B/F

/G(a

bcd)

(from

)(to

)(fr

om)

(to)

(P/U

)11

69. M

atha

re N

. R

d. Y

1N

CC

116

9R

d. Y

Rd.

Y2

0.00

0.80

0.80

5.50

U(E

)D

UB

1159

1170

. Mat

hare

N. R

d. Y

2N

CC

117

0M

ath.

Rd

Rd.

Y1

0.00

0.14

0.14

4.00

U(E

)D

UB

1160

1171

. Mat

hare

N. R

d. Y

3N

CC

117

1R

d. Y

2E

nd (R

)0.

000.

300.

304.

00U

(E)

CU

B11

6111

72. N

jiru

Sch

. - K

asrn

i Rd

NC

C 1

172

Kan

g. R

dK

asa.

Rd

0.00

1.49

1.49

6.00

PA

UB

1162

"

NC

C 1

172

Kan

g. R

dK

asa.

Rd

1.49

5.63

4.14

6.00

U(E

)A

UB

1162

1173

. Rua

raka

Rd.

1N

CC

117

3B

/D.

Rd

Rd.

20.

000.

390.

394.

00U

(E)

UB

1163

1174

. Rua

raka

Rd.

2N

CC

117

4R

d. 1

AR

d. 4

0.00

0.73

0.73

4.00

U(E

)U

B11

6411

75. R

uara

ka R

d. 3

NC

C 1

175

B/D

. R

dR

d. 3

A0.

000.

390.

394.

00U

(E)

UB

1165

1176

. Rua

raka

Rd.

3A

NC

C 1

176

B/D

. R

dE

nd0.

000.

330.

334.

00U

(E)

CU

B11

6611

77. R

uara

ka R

d. 3

BN

CC

117

7R

d. 3

B/D

. R

d0.

000.

380.

384.

00U

(G)

UB

1167

"

NC

C 1

177

Rd.

3B

/D.

Rd

0.38

0.88

0.50

4.00

U(E

)U

B11

6711

78. R

uara

ka R

d. 4

NC

C 1

178

Rd.

2E

nd0.

000.

630.

634.

00U

(G)

CU

B11

6811

79. R

uara

ka R

d. 4

AN

CC

117

9B

/D.

Rd

End

0.00

0.39

0.39

4.00

U(E

)C

UB

1169

1180

. Rua

raka

Rd.

7N

CC

118

0R

d. 5

End

0.00

0.20

0.20

4.00

U(E

)C

UB

1170

1181

. Rua

raka

Rd.

8N

CC

118

1R

d. 5

B/D

. R

d0.

000.

280.

284.

00U

(E)

UB

1171

1182

. Rua

raka

Rd.

9N

CC

118

2R

d. 5

End

0.00

0.35

0.35

4.00

U(E

)C

UB

1172

1183

. Rua

raka

Rd.

2A

NC

C 1

183

Rd.

2E

nd0.

000.

200.

204.

00U

(E)

CU

B11

7311

84. R

uara

ka R

d. 5

NC

C 1

184

Hen

. Fe

End

0.00

0.18

0.18

7.10

PC

UB

1174

1185

. Rua

raka

Rd.

6N

CC

118

5R

d. 5

End

0.00

0.28

0.28

4.00

U(E

)C

UB

1175

1186

. Saf

ari P

. Hot

el R

d.E

NC

C 1

186

Mur

e. R

dE

nd0.

000.

200.

204.

30U

(G)

CU

B11

7611

87. S

afar

i P.H

otel

Rd.

YN

CC

118

7H

/V.

Sch

.N

/T.

Rd

0.00

0.30

0.30

5.30

PA

UB

1177

"

NC

C 1

187

H/V

. S

ch.

N/T

. R

d0.

301.

401.

105.

30U

(E)

AU

B11

7711

88. Z

imm

erm

an R

d B

1-B

2N

CC

118

8K

ami.

Rd

C1/

C2.

Rd

0.00

0.15

0.15

4.30

U(G

)A

UB

1178

1189

. Zim

n. R

d. Z

1-E

2-Z2

NC

C 1

189

Kam

i. R

dZ2

. R

d0.

000.

520.

524.

30U

(G)

AU

B11

7911

90. Z

imn.

Rd.

Y-X

NC

C 1

190

Kam

i. R

dX

Rd

0.00

0.33

0.33

4.30

U(G

)A

UB

1180

0.34

4.30

U(E

)A

UB

1180

1191

. Zim

n. R

d. C

1-C

2N

CC

119

1K

ami.

Rd

C2

Rd

0.00

0.72

0.72

4.30

U(G

)A

UB

1181

1192

. Zim

n. R

d. D

1-D

2N

CC

119

2K

ami.

Rd

D2.

Rd

0.00

0.74

0.74

4.30

U(E

)A

UB

1182

1193

. Zim

n. R

d. E

1-E

2N

CC

119

3R

oy.

Sch

.E

1 R

d0.

000.

460.

464.

00U

(E)

AU

B11

8311

94. Z

imn.

Rd.

F1-

F2N

CC

119

4K

/Rv.

F1

F2 R

d0.

000.

460.

464.

00U

(E)

AU

B11

8411

95. Z

imn.

Rd.

F3-

F4N

CC

119

5P

1-P

2. R

dF4

Rd

0.00

0.11

0.11

4.00

U(E

)A

UB

1185

1196

. Zim

n. R

d. G

1-G

2N

CC

119

6K

am/R

v.G

4 R

d0.

000.

440.

443.

50U

(E)

AU

B11

8611

97. Z

imn.

Rd.

P1-

P2

NC

C 1

197

P1

Rd

P2

Rd

0.00

0.21

0.21

3.50

U(E

)U

B11

87

desc

riptio

nch

aina

ge(k

m)

(x.x

x)

Sec

tion

or li

nkS

ectio

n or

link

Pag

e 5

of 6

TAB

LE 4

.3-4

(9) R

OA

D IN

VEN

TOR

Y IN

MA

THA

RE

RO

AD

INVE

NTO

RY

AR

EA:

Nai

robi

ZON

E: M

atha

reG

IBB

AFR

ICA

Uni

que

Sec

tion

Ave

.R

oad

type

Roa

d U

rban

or

Pub

licC

arria

gew

ay

She

et n

o.ro

ad c

ode

or li

nkW

idth

(pav

ed/

Cla

ssR

ural

Tran

spor

tC

ondi

tion

Roa

d na

me

or n

umbe

rle

ngth

unpa

ved)

(H/P

/D/

Rou

teA

BC

Sta

rtE

ndS

tart

End

(km

) (x

.x)

(m)

(x.x

)L/

A/C

)(U

/R)

(B/M

/T)

B/F

/G(a

bcd)

(from

)(to

)(fr

om)

(to)

(P/U

)11

98. Z

imrm

n. R

d. P

1-Q

1N

CC

119

8Q

1. R

dP

1. R

d0.

000.

130.

134.

00U

(E)

AU

B11

8811

99. Z

imrm

n. R

d. Q

1-Q

2N

CC

119

9Q

1. R

dQ

2. R

d0.

000.

270.

274.

30U

(E)

AU

B11

8912

00. Z

imrm

n. R

d. W

1-W

2N

CC

120

0K

ami.

Rd

W2.

Rd

0.00

0.32

0.32

3.00

U(E

)A

UB

1190

1201

. Bab

a D

ogo

Rd.

pt.1

NC

C 1

201

O/R

. R

dE

nd0.

000.

320.

326.

00U

(G)

CU

B11

91

"

NC

C 1

201

O/R

. R

dE

nd0.

321.

020.

706.

00U

(E)

CU

B11

9112

02. B

aba

Dog

o R

d. p

t.2N

CC

120

2E

ndK

asa.

Rd

0.00

1.70

1.70

6.00

PA

UB

1192

"N

CC

120

2E

ndK

asa.

Rd

1.70

2.01

0.31

6.00

U(E

)A

UB

1192

1203

. Gar

den

Est

. Rd

NC

C 1

203

Kiri

. R

dTh

ika

Rd

0.00

4.06

4.06

5.40

PD

UM

B11

9312

04. H

alai

Est

. Lan

eN

CC

120

4R

/Way

. Rd

End

0.00

0.35

0.35

5.50

PC

UB

1194

1205

. Hur

uma

Roa

dN

CC

120

5M

ath.

Rd

O/R

. R

d0.

000.

550.

557.

05P

AU

B11

9512

06. K

ahaw

a W

. Roa

dN

CC

120

6K

ami.

Rd

R/S

ta.

0.00

1.87

1.87

6.80

PL

UB

B11

96

"

NC

C 1

206

Kam

i. R

dR

/Sta

.1.

871.

960.

096.

80U

(E)

LU

BB

1196

1207

. Kam

iti R

oad

NC

C 1

207

Thik

a R

dN

bi/K

bu B

0.00

6.03

6.03

6.20

PL

UB

B11

9712

08. K

amun

de R

oad

NC

C 1

208

O/R

. R

dO

/R.

Rd

0.00

1.72

1.72

7.20

PA

UB

B11

9812

09. K

asar

ani R

oad

NC

C 1

209

Nji.

Rd

Thik

a R

d0.

002.

252.

2510

.10

PL

UM

B11

9912

10. K

irigw

a C

lose

NC

C 1

210

Kiri

. R

dE

nd0.

000.

310.

314.

00U

(E)

CU

B12

0012

11. K

irigw

a La

neN

CC

121

1R

/Way

. Rd

Kiri

. R

d0.

000.

380.

385.

80P

AU

B12

0112

12. K

irigw

a R

d. (p

t.1)

NC

C 1

212

R/W

ay. R

dB

/B S

ch.

0.00

1.25

1.25

5.00

PL

UB

1202

1213

. Kiri

gwa

Rd.

(pt.2

)N

CC

121

3B

/B S

ch.

W. H

otel

0.00

1.25

1.25

6.33

PA

UB

1203

1214

. Lum

umba

Driv

eN

CC

121

4K

ami.

Rd

Mur

e. R

d0.

001.

101.

105.

30P

AU

B12

0412

15. M

arur

ui R

oad

NC

C 1

215

G/E

. R

dE

nd0.

001.

651.

654.

10P

CU

B12

0512

16. M

atha

re R

oad

NC

C 1

216

Juja

Rd

End

0.00

1.28

1.28

7.30

PC

UM

B12

0612

17. M

urem

a D

r. (p

t.1)

NC

C 1

217

Kam

i. R

dM

ure.

Rd

0.00

1.10

1.10

6.00

PU

B12

0712

18. M

urem

a D

r. (p

t.2)

NC

C 1

218

Mur

e. R

dJu

aKal

i Rd

0.00

0.99

0.99

6.00

U(E

)A

UB

1208

1219

. Mur

ema

Roa

dN

CC

121

9R

d. A

Rd.

Y0.

001.

231.

235.

30P

AU

B12

0912

20. N

jath

aini

Roa

dN

CC

122

0K

bu. B

or.

Kam

i. R

d0.

003.

023.

028.

40U

(G)

DU

B12

1012

21. O

ut. R

ing

Rd.

(pt.1

)N

CC

122

1Th

ika

Rd

Kam

u. R

d0.

001.

711.

717.

10P

PU

BB

1211

1222

. Out

. Rin

g R

d. (p

t.2)

NC

C 1

222

Kam

u. R

dJ/

K R

/A0.

001.

101.

107.

00P

PU

BB

1212

1223

. Rid

gew

ay L

ane

NC

C 1

223

R/W

ay. R

dE

nd0.

000.

330.

334.

00U

(E)

CU

B12

1312

24. R

idge

way

Roa

dN

CC

122

4K

bu. R

dK

iri.

Rd

0.00

2.23

2.23

5.00

PL

UM

B12

1412

25. T

hika

Roa

dN

CC

122

5M

/R-a

bout

Rua

ra0.

0015

.30

15.3

07.

30P

HU

B12

15

desc

riptio

nch

aina

ge(k

m)

(x.x

x)

Sec

tion

or li

nkS

ectio

n or

link

Pag

e 6

of 6

TAB

LE 4

.3-4

(10)

RO

AD

INVE

NTO

RY

IN N

JIR

UR

OA

D IN

VEN

TOR

YA

REA

: N

airo

biZO

NE:

Njir

uG

IBB

AFR

ICA

Uni

que

Sec

tion

Ave

.R

oad

type

Roa

d U

rban

or

Pub

licC

arria

gew

ay

She

et n

o.ro

ad c

ode

or li

nkW

idth

(pav

ed/

Cla

ssR

ural

Tran

spor

tC

ondi

tion

Roa

d na

me

or n

umbe

rle

ngth

unpa

ved)

(H/P

/D/

Rou

teA

BC

Sta

rtE

ndS

tart

End

(km

) (x

.x)

(m)

(x.x

)L/

A/C

)(U

/R)

(B/M

/T)

B/F

/G(a

bcd)

(from

)(to

)(fr

om)

(to)

(P/U

)12

26. D

ando

ra E

st. R

d 31

NC

C 1

226

Rd.

31

Roc

k R

d0.

000.

170.

174.

80P

AU

F12

2712

27. D

ando

ra E

st. R

d 32

NC

C 1

227

Roc

k R

dE

nd0.

000.

280.

285.

00P

CU

B12

2812

28. D

ando

ra E

st. R

d 33

NC

C 1

228

Rd.

31

End

0.00

0.56

0.56

5.00

PC

UB

1229

1229

. Dan

dora

Est

. Rd

34N

CC

122

9R

ock

Rd

End

0.00

0.24

0.24

5.00

PC

UF

1230

1230

. Dan

dora

Est

. Rd

35N

CC

123

0R

ock

Rd

End

0.00

0.27

0.27

5.00

PC

UB

1231

1231

. Dan

dora

Est

. Rd

36N

CC

123

1R

ock

Rd

End

0.00

0.33

0.33

5.00

PC

UF

1232

1232

. Dan

dora

Est

. Rd

37N

CC

123

2R

ock

Rd

End

0.00

0.33

0.33

4.90

PC

UB

1233

1233

. Dan

dora

Est

. Rd

38N

CC

123

3R

ock

Rd

End

0.00

0.28

0.28

4.90

PC

UB

1234

1234

. Dan

dora

Est

. Rd

39N

CC

123

4R

ock

Rd

End

0.00

0.32

0.32

4.90

PC

UF

1235

1235

. Dan

dora

Est

. Rd

40N

CC

123

5R

ock

Rd

Roc

k R

d0.

000.

240.

245.

00P

AU

B12

3612

36. D

ando

ra P

h1. R

d A

NC

C 1

236

J/M

. R

dK

oma

Rd

0.00

0.39

0.39

4.50

PA

UF

1237

"N

CC

123

6J/

M.

Rd

Kom

a R

d0.

390.

490.

104.

50U

(E)

AU

B12

3712

37. D

ando

ra P

h1. R

d B

NC

C 1

237

J/M

. R

dK

oma

Rd

0.00

0.26

0.26

5.00

PA

UF

1238

1238

. Dan

dora

Ph1

. Rd

CN

CC

123

8J/

M.

Rd

End

0.00

0.21

0.21

5.00

PC

UF

1239

1239

. Dan

dora

Ph1

. Rd

DN

CC

123

9R

d. B

End

0.00

0.38

0.38

4.00

PC

UF

1240

1240

. Dan

dora

Ph1

. Rd

EN

CC

124

0R

d. B

End

0.00

0.22

0.22

5.00

PC

UF

1241

1241

. Dan

dora

Ph1

. Rd

FN

CC

124

1J/

M.

Rd

Rd.

J0.

000.

190.

195.

00P

UF

1242

1242

. Dan

dora

Ph1

. Rd

GN

CC

124

2R

d. N

Rd.

F0.

000.

150.

155.

00P

AU

B12

4312

43. D

ando

ra P

h1. R

d I

NC

C 1

243

Rd.

HE

nd0.

000.

210.

215.

00P

CU

B12

4412

44. D

ando

ra P

h1. R

d J

NC

C 1

244

Rd.

FE

nd0.

000.

170.

174.

00P

CU

F12

4512

45. D

ando

ra P

h1. R

d K

NC

C 1

245

Rd.

FE

nd0.

000.

150.

155.

00P

CU

F12

4612

46. D

ando

ra P

h1. R

d L

NC

C 1

246

Rd.

FE

nd0.

000.

200.

205.

00P

CU

F12

4712

47. D

ando

ra P

h1. R

d M

NC

C 1

247

Rd.

HE

nd0.

000.

300.

305.

00P

CU

F12

4812

48. D

ando

ra P

h1. R

d N

NC

C 1

248

J/M

. R

dR

d. G

0.00

0.36

0.36

5.00

PA

UB

1249

1249

. Dan

dora

Ph5

. Rd

AN

CC

124

9J/

O.

Rd

End

0.00

0.12

0.12

5.00

U(E

)C

UB

1250

1250

. Dan

dora

Ph5

. Rd

BN

CC

125

0J/

O.

Rd

End

0.00

0.66

0.66

5.00

PC

UF

1251

1251

. Dan

dora

Ph5

. Rd

CN

CC

125

1J/

O.

Rd

End

0.00

0.36

0.36

5.00

PC

UF

1252

1252

. Dan

dora

Ph5

. Rd

DN

CC

125

2J/

O.

Rd

End

0.00

0.24

0.24

5.00

PC

UF

1253

1253

. Doo

nhol

m E

s. R

d A

NC

C 1

253

Rd.

PE

nd0.

000.

840.

844.

50P

CU

F12

5412

54. D

oonh

olm

Es.

RdB

NC

C 1

254

Rd.

AE

nd0.

000.

120.

124.

50P

CU

F12

5512

55. D

oonh

olm

Es.

RdC

NC

C 1

255

Rd.

AE

nd0.

000.

120.

124.

40P

CU

F12

5612

56. D

oonh

olm

Es.

RdD

NC

C 1

256

Rd.

AE

nd0.

000.

120.

124.

80P

CU

B12

5712

57. D

oonh

olm

Es.

RdE

NC

C 1

257

Rd.

AE

nd0.

000.

240.

244.

50P

CU

F12

58

(km

) (x

.xx)

Sec

tion

or li

nkS

ectio

n or

link

desc

riptio

nch

aina

ge

Pag

e 1

of 6

TAB

LE 4

.3-4

(10)

RO

AD

INVE

NTO

RY

IN N

JIR

UR

OA

D IN

VEN

TOR

YA

REA

: N

airo

biZO

NE:

Njir

uG

IBB

AFR

ICA

Uni

que

Sec

tion

Ave

.R

oad

type

Roa

d U

rban

or

Pub

licC

arria

gew

ay

She

et n

o.ro

ad c

ode

or li

nkW

idth

(pav

ed/

Cla

ssR

ural

Tran

spor

tC

ondi

tion

Roa

d na

me

or n

umbe

rle

ngth

unpa

ved)

(H/P

/D/

Rou

teA

BC

Sta

rtE

ndS

tart

End

(km

) (x

.x)

(m)

(x.x

)L/

A/C

)(U

/R)

(B/M

/T)

B/F

/G(a

bcd)

(from

)(to

)(fr

om)

(to)

(P/U

)12

58. D

oonh

olm

Es.

Rd

FN

CC

125

8R

d. A

End

0.00

0.16

0.16

5.00

PC

UF

1259

1259

. Doo

nhol

m E

s. R

dGN

CC

125

9R

d. A

Rd.

R0.

000.

190.

194.

50P

AU

B12

6012

60. D

oonh

olm

Es.

RdH

NC

C 1

260

Rd.

AE

nd0.

000.

200.

204.

70P

CU

B12

6112

61. D

oonh

olm

Es.

Rd

IN

CC

126

1R

d. A

Rd.

R0.

000.

190.

195.

50P

AU

F12

6212

62. D

oonh

olm

Es.

RdJ

NC

C 1

262

Rd.

AE

nd0.

000.

250.

254.

50P

CU

F12

6312

63. D

oonh

olm

Es.

RdK

NC

C 1

263

Rd.

RE

nd0.

000.

560.

564.

50P

CU

B12

6412

64. D

oonh

olm

Es.

RdL

NC

C 1

264

Rd.

RE

nd0.

000.

560.

564.

50U

(E)

CU

F12

6512

65. D

oonh

olm

Es.

RdM

NC

C 1

265

Rd.

RE

nd0.

000.

150.

154.

50P

CU

B12

6612

66. D

oonh

olm

Es.

RdN

NC

C 1

266

Rd.

RE

nd0.

000.

160.

164.

20P

CU

B12

6712

67. D

oonh

olm

Es.

RdO

NC

C 1

267

Rd.

RE

nd0.

000.

160.

165.

00P

CU

F12

6812

68. D

oonh

olm

Es.

RdP

NC

C 1

268

O/R

Rd.

End

0.00

1.81

1.81

7.50

PC

UF

1269

1269

. Gre

enfie

ld R

d. G

NC

C 1

269

Rd.

1R

d. 1

0.00

0.38

0.38

6.00

PU

F12

7012

70. G

reen

field

Rd.

HN

CC

127

0R

d. G

Rd.

I0.

000.

100.

104.

00U

(E)

UB

1271

1271

. Gre

enfie

ld R

d. I

NC

C 1

271

Rd.

GR

d. U

0.00

0.13

0.13

4.00

PU

F12

7212

72. G

reen

field

Rd.

JN

CC

127

2R

d. I

Rd.

K0.

000.

090.

095.

00P

UB

1273

1273

. Gre

enfie

ld R

d. K

NC

C 1

273

Rd.

JR

d. L

/R0.

000.

120.

125.

00P

UB

1274

1274

. Kay

ole

Est

. Rd.

AN

CC

127

4K

oma.

Rd

Rd.

B0.

000.

880.

886.

50P

UB

1275

"N

CC

127

4K

oma.

Rd

Rd.

B0.

881.

020.

146.

50U

(E)

UB

1275

1275

. Kay

ole

Est

. Rd.

BN

CC

127

5R

d. A

Rd.

D0.

002.

812.

815.

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UB

1276

1276

. Kay

ole

Est

. Rd.

CN

CC

127

6R

d. D

Rd.

D0.

000.

640.

645.

50P

UB

1277

1277

. Kay

ole

Est

. Rd.

DN

CC

127

7K

oma.

Rd

Kom

a. R

d0.

000.

570.

576.

00P

UB

1278

1278

. Kay

ole

Est

. Rd.

EN

CC

127

8R

d. D

Rd.

F0.

000.

190.

195.

00P

UB

1279

1279

. Kay

ole

Est

. Rd.

FN

CC

127

9R

d. D

End

0.00

0.65

0.65

5.00

PC

UF

1280

1280

. Kay

ole

Est

. Rd.

GN

CC

128

0K

ay.

Br.

Kan

. R

d0.

000.

880.

886.

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(E)

UB

1281

1281

. Kay

ole

Est

. Rd.

HN

CC

128

1R

d. D

Rd.

D0.

000.

580.

585.

00P

UF

1282

1282

. Kay

ole

Est

. Rd.

IN

CC

128

2R

d. D

Rd.

G0.

000.

270.

275.

00P

UB

1283

"

NC

C 1

282

Rd.

DR

d. G

0.27

0.34

0.07

5.00

U(E

)U

B12

8312

83. K

ayol

e E

st. R

d. J

NC

C 1

283

Rd.

DE

nd0.

000.

250.

254.

50P

CU

F12

8412

84. K

ayol

e E

st. R

d. K

NC

C 1

284

Rd.

DR

v/B

r0.

000.

330.

335.

00U

(E)

UF

1285

1285

. Kay

ole

Est

. Rd.

LN

CC

128

5R

d. D

Rd.

K0.

000.

330.

335.

00P

UF

1286

1286

. Kay

ole

Est

. Rd.

MN

CC

128

6R

d. B

Rd.

D0.

000.

570.

575.

00P

UF

1287

N

CC

128

7R

d. D

Rd.

F0.

000.

210.

215.

00P

UF

1288

1288

. Kay

ole

Est

. Rd.

ON

CC

128

8R

d. B

0.00

0.19

0.19

5.00

PU

F12

89

(km

) (x

.xx)

Sec

tion

or li

nkS

ectio

n or

link

desc

riptio

nch

aina

ge

Pag

e 2

of 6

TAB

LE 4

.3-4

(10)

RO

AD

INVE

NTO

RY

IN N

JIR

UR

OA

D IN

VEN

TOR

YA

REA

: N

airo

biZO

NE:

Njir

uG

IBB

AFR

ICA

Uni

que

Sec

tion

Ave

.R

oad

type

Roa

d U

rban

or

Pub

licC

arria

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ay

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et n

o.ro

ad c

ode

or li

nkW

idth

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ed/

Cla

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ural

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spor

tC

ondi

tion

Roa

d na

me

or n

umbe

rle

ngth

unpa

ved)

(H/P

/D/

Rou

teA

BC

Sta

rtE

ndS

tart

End

(km

) (x

.x)

(m)

(x.x

)L/

A/C

)(U

/R)

(B/M

/T)

B/F

/G(a

bcd)

(from

)(to

)(fr

om)

(to)

(P/U

)12

89. K

ayol

e E

st. R

d. P

NC

C 1

289

Rd.

B0.

000.

270.

275.

00P

UF

1290

1290

. Kay

ole

Est

. Rd.

QN

CC

129

0R

d. B

Kom

a R

d0.

000.

680.

686.

00P

UF

1291

1291

. Kay

ole

Est

. Rd.

RN

CC

129

1R

d. A

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O0.

000.

540.

545.

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UB

1292

1292

. Kay

ole

Est

. Rd.

SN

CC

129

2R

d. B

Rd.

B0.

000.

650.

656.

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UB

1293

1293

. Kay

ole

Est

. Rd.

TN

CC

129

3K

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Rd

Rd.

B0.

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650.

655.

00P

UF

1294

1294

. Kay

ole

Est

. Rd.

Z1

NC

C 1

294

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TE

nd0.

000.

300.

305.

00P

CU

F12

9512

95. K

ayol

e E

st. R

d. Z

2N

CC

129

5R

d. T

Rd.

L/R

0.00

0.40

0.40

5.00

PU

B12

9612

96. K

omar

ock

Est

. Rd1

NC

C 1

296

Kom

a. R

dK

oma

Rd

0.00

0.85

0.85

7.00

PU

F12

9712

97. K

omar

ock

Est

. Rd2

NC

C 1

297

Rd.

2K

oma

Rd

0.00

1.14

1.14

7.00

PU

F12

9812

98. K

omar

ock

Est

. RdA

NC

C 1

298

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a. R

dK

ang.

Rd

0.00

0.12

0.12

7.00

PU

F12

99

"N

CC

129

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g. R

d0.

120.

600.

487.

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(G)

UB

1299

1299

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aroc

k E

st. R

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129

9R

d. 2

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d. L

/R0.

000.

240.

245.

00P

UF

1300

1300

. Kom

aroc

k E

st. R

d10

NC

C 1

300

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2E

nd0.

000.

160.

165.

00P

CU

B13

0113

01. K

omar

ock

Est

. Rd1

1N

CC

130

1R

d. 2

End

0.00

0.13

0.13

5.00

PC

UB

1302

1302

. Kom

aroc

k E

st. R

d12

NC

C 1

302

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2E

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000.

110.

115.

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CU

B13

0313

03. K

omar

ock

Est

. Rd1

3N

CC

130

3R

d. 2

End

0.00

0.08

0.08

5.00

PC

UF

1304

1304

. Kom

aroc

k E

st. R

d14

NC

C 1

304

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2E

nd0.

000.

140.

145.

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CU

B13

0513

05. K

omar

ock

Est

. Rd1

5N

CC

130

5R

d. 2

0E

nd0.

000.

220.

226.

00P

CU

B13

0613

06. K

omar

ock

Est

. Rd1

6N

CC

130

6R

d. 2

0E

nd0.

000.

290.

295.

50P

CU

B13

0713

07. K

omar

ock

Est

. Rd2

NC

C 1

307

Kom

a. R

dK

oma

Rd

0.00

0.11

0.11

5.00

PU

F13

0813

08. K

omar

ock

Est

. Rd3

NC

C 1

308

Rd.

2R

d. 4

0.00

0.24

0.24

6.00

PU

F13

0913

09. K

omar

ock

Est

. Rd4

NC

C 1

309

Rd.

30.

000.

170.

175.

00P

UF

1310

1310

. Kom

aroc

k E

st. R

d5N

CC

131

0R

d. 3

Rd.

20.

000.

210.

215.

00P

UF

1311

1311

. Kom

aroc

k E

st. R

d6N

CC

131

1R

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70.

000.

110.

116.

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UB

1312

1312

. Kom

aroc

k E

st. R

d7N

CC

131

2R

d. 6

0.00

0.21

0.21

6.00

PU

B13

1313

13. K

omar

ock

Est

. Rd8

NC

C 1

313

Rd.

2E

nd0.

000.

130.

135.

00P

CU

F13

1413

14. K

omar

ock

Est

. Rd9

NC

C 1

314

Rd.

2E

nd0.

000.

140.

145.

00P

CU

F13

1513

15. S

avan

nah

Est

. RdL

NC

C 1

315

Rd.

PR

d. M

0.00

0.16

0.16

6.00

PU

F13

1613

16. S

avan

nah

Est

. RdM

NC

C 1

316

Rd.

LR

d. L

0.00

0.76

0.76

5.50

PU

F13

1713

17. S

avan

nah

Est

. RdN

NC

C 1

317

Rd.

MR

d. M

0.00

0.09

0.09

6.00

PU

F13

1813

18. S

avan

nah

Est

. RdO

NC

C 1

318

Rd.

LR

d. L

0.00

0.35

0.35

5.00

PU

B13

1913

19. S

unris

e E

st. R

d. 1

NC

C 1

319

Rd.

PR

d. P

0.00

1.10

1.10

7.00

PA

UF

1320

1320

. Sun

rise

Est

. Rd.

5N

CC

132

0R

d. P

Rd.

P0.

000.

130.

135.

20U

(G)

UF

1321

(km

) (x

.xx)

Sec

tion

or li

nkS

ectio

n or

link

desc

riptio

nch

aina

ge

Pag

e 3

of 6

TAB

LE 4

.3-4

(10)

RO

AD

INVE

NTO

RY

IN N

JIR

UR

OA

D IN

VEN

TOR

YA

REA

: N

airo

biZO

NE:

Njir

uG

IBB

AFR

ICA

Uni

que

Sec

tion

Ave

.R

oad

type

Roa

d U

rban

or

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licC

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ay

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et n

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ad c

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idth

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ed/

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ondi

tion

Roa

d na

me

or n

umbe

rle

ngth

unpa

ved)

(H/P

/D/

Rou

teA

BC

Sta

rtE

ndS

tart

End

(km

) (x

.x)

(m)

(x.x

)L/

A/C

)(U

/R)

(B/M

/T)

B/F

/G(a

bcd)

(from

)(to

)(fr

om)

(to)

(P/U

)13

21. S

unris

e E

st. R

d. A

NC

C 1

321

End

(z)

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L/R

0.00

0.10

0.10

5.00

U(G

)U

1322

1322

. Sun

rise

Est

. Rd.

BN

CC

132

2E

nd (

v-c)

Rd.

L/R

0.00

0.45

0.45

5.00

PU

F13

23

"

NC

C 1

322

End

(v-

c)R

d. L

/R0.

450.

570.

125.

00U

(G)

UB

1323

1323

. Sun

rise

Est

. Rd.

CN

CC

132

3R

d. B

End

0.00

0.20

0.20

5.00

PC

UB

1324

1324

. Sun

rise

Est

. Rd.

DN

CC

132

4R

d. B

End

0.00

0.07

0.07

5.00

PC

UF

1325

1325

. Sun

rise

Est

. Rd.

EN

CC

132

5R

d. B

End

0.00

0.17

0.17

6.00

PC

UB

1326

1326

. Sun

rise

Est

. Rd.

FN

CC

132

6R

d. B

End

0.00

0.14

0.14

5.00

PC

UF

1327

1327

. Sun

rise

Est

. Rd.

QN

CC

132

7R

d. I

Rd.

R0.

000.

130.

135.

60P

UB

1328

1328

. Sun

rise

Est

. Rd.

RN

CC

132

8R

d. Q

Rd.

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280.

285.

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UB

1329

1329

. Sun

rise

Est

. Rd.

SN

CC

132

9R

d. Q

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080.

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UB

1330

1330

. Sun

rise

Est

. Rd.

TN

CC

133

0R

d. L

/R0.

000.

080.

085.

00U

(G)

UB

1331

1331

. Sun

rise

Est

. Rd.

UN

CC

133

1R

d. 1

Rd.

L/R

0.00

0.10

0.10

4.00

U(G

)U

B13

3213

32. S

unris

e E

st. R

d. V

NC

C 1

332

Rd.

1R

d. B

0.00

0.17

0.17

6.00

PU

F13

3313

33. S

unris

e E

st. R

d. W

NC

C 1

333

Rd.

BE

nd0.

000.

140.

146.

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CU

B13

3413

34. S

unris

e E

st. R

d. X

NC

C 1

334

Rd.

WE

nd0.

000.

130.

135.

00U

(G)

CU

F13

3513

35. S

unris

e E

st. R

d. Z

NC

C 1

335

Rd.

AR

d. X

0.00

0.09

0.09

5.00

U(G

)U

B13

3613

36. U

moj

a 1,

Rd.

B1

NC

C 1

336

B R

d.E

nd0.

000.

180.

185.

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CU

B13

3713

37. U

moj

a 1,

Rd.

B2

NC

C 1

337

Rd.

B1

R S

-C0.

000.

210.

214.

20P

AU

F13

3813

38. U

moj

a 1,

Rd.

B3

NC

C 1

338

Rd.

B1

R S

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280.

285.

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AU

F13

3913

39. U

moj

a 1,

Rd.

B4

NC

C 1

339

Rd.

CR

S-C

0.00

0.24

0.24

5.00

PA

UF

1340

1340

. Um

oja

1, R

d. O

NC

C 1

340

Rd.

BR

d. B

0.00

0.15

0.15

6.00

PA

UB

1341

1341

. Um

oja

1, R

d. P

NC

C 1

341

Ngo

b. R

d.N

gob.

Rd.

0.00

0.27

0.27

5.00

PA

UF

1342

1342

. Um

oja

1, R

d. P

NC

C 1

342

Rd.

BR

d. R

0.00

0.40

0.40

4.70

PU

B13

4313

43. U

moj

a 1,

Rd.

QN

CC

134

3N

gob.

Rd.

Ngo

b. R

d0.

000.

270.

275.

00P

AU

F13

4413

44. U

moj

a 1,

Rd.

Q1

NC

C 1

344

Olu

m.

Rd

End

0.00

0.27

0.27

5.20

PC

UB

1345

1345

. Um

oja

1, R

d. R

NC

C 1

345

Rd.

BO

/R R

d0.

000.

380.

385.

00U

(E)

AU

B13

4613

46. U

moj

a 1,

Rd.

SN

CC

134

6M

uto.

Rd.

Mut

o. R

d0.

000.

270.

275.

00P

AU

F13

4713

47. U

moj

a 1,

Rd.

TN

CC

134

7M

uto.

Rd.

Mut

o. R

d0.

000.

280.

285.

00P

AU

F13

4813

48. U

moj

a 1,

Rd.

UN

CC

134

8M

uto.

Rd.

Mut

o. R

d0.

000.

110.

114.

00P

AU

B13

4913

49. U

moj

a 1,

Rd.

VN

CC

134

9R

d. B

End

0.00

0.14

0.14

3.80

PC

UB

1350

1350

. Um

oja

1, R

d. W

NC

C 1

350

Rd.

BR

d. B

0.00

0.24

0.24

5.00

PA

UF

1351

1351

. Um

oja

1, R

d. X

NC

C 1

351

Rd.

BK

ang.

Rd

0.00

0.38

0.38

7.00

PA

UF

1352

1352

. Um

oja

1, R

d. Z

NC

C 1

352

Ese

. R

d.E

nd0.

001.

341.

346.

40P

CU

F13

53

(km

) (x

.xx)

Sec

tion

or li

nkS

ectio

n or

link

desc

riptio

nch

aina

ge

Pag

e 4

of 6

TAB

LE 4

.3-4

(10)

RO

AD

INVE

NTO

RY

IN N

JIR

UR

OA

D IN

VEN

TOR

YA

REA

: N

airo

biZO

NE:

Njir

uG

IBB

AFR

ICA

Uni

que

Sec

tion

Ave

.R

oad

type

Roa

d U

rban

or

Pub

licC

arria

gew

ay

She

et n

o.ro

ad c

ode

or li

nkW

idth

(pav

ed/

Cla

ssR

ural

Tran

spor

tC

ondi

tion

Roa

d na

me

or n

umbe

rle

ngth

unpa

ved)

(H/P

/D/

Rou

teA

BC

Sta

rtE

ndS

tart

End

(km

) (x

.x)

(m)

(x.x

)L/

A/C

)(U

/R)

(B/M

/T)

B/F

/G(a

bcd)

(from

)(to

)(fr

om)

(to)

(P/U

)13

53. U

moj

a 1,

Rd.

X1

NC

C 1

353

Rd.

Z1

End

0.00

0.28

0.28

5.00

PC

UF

1354

1354

. Um

oja

1, R

d. Y

1N

CC

135

4R

d. Z

1E

nd0.

000.

210.

214.

20P

CU

F13

5513

55. U

moj

a 1,

Rd.

Z1

NC

C 1

355

Rd.

BR

d. X

10.

000.

180.

185.

00P

AU

B13

5613

56. U

moj

a 1,

Cre

. AN

CC

135

6R

d. B

Rd.

B0.

000.

240.

245.

30P

UF

1357

1357

. Um

oja

2, R

d. A

NC

C 1

357

Kom

a. R

dR

d. B

0.00

0.50

0.50

7.00

PA

UM

B13

5813

58. U

moj

a 2,

Rd.

BN

CC

135

8R

d. A

Rd.

A0.

003.

833.

837.

00P

LU

MF

1359

1359

. Um

oja

2, R

d. R

NC

C 1

359

Rd.

PR

d. A

0.00

0.63

0.63

4.20

PA

UF

1360

1360

. Um

oja

2, R

d. S

NC

C 1

360

Rd.

AR

d. T

0.00

0.59

0.59

3.20

PA

UB

1361

1361

. Um

oja

2, R

d. T

NC

C 1

361

Rd.

SR

d. U

0.00

0.53

0.53

5.00

PA

UF

1362

1362

. Um

oja

2, R

d. U

NC

C 1

362

Rd.

BTa

rmac

0.00

0.45

0.45

6.90

PU

F13

6313

63. F

r. K

omar

ock

Rd.

30N

CC

136

3K

oma.

Rd

Mut

a. R

d0.

000.

670.

675.

80U

(G)

UF

1364

1364

. Fr.

Mut

arak

wa

Rd.

29N

CC

136

4M

uta.

Rd

End

0.00

0.54

0.54

5.00

PC

UF

1365

1365

. Che

bony

o La

neN

CC

136

5R

d. B

End

0.00

0.27

0.27

5.50

PC

UF

1366

1366

. Ens

enya

Roa

dN

CC

136

6C

rst.

AE

nd0.

000.

200.

204.

10P

CU

F13

6713

67. G

aiku

yu C

resc

ent

NC

C 1

367

Gai

. R

dG

ai.

Rd.

0.00

0.28

0.28

4.90

PA

UF

1368

1368

. Gai

kuyu

Roa

dN

CC

136

8R

d. B

Gai

. R

d.0.

000.

320.

324.

60P

AU

B13

6913

69. J

ohn

Oso

go R

oad

NC

C 1

369

Roc

k R

d.R

ock

Rd.

0.00

3.41

3.41

6.30

PL

UM

F13

7013

70. K

angu

ndo

Rd.

(pt.1

)N

CC

137

0O

/R.

Rd

Kom

a. R

d0.

001.

801.

807.

00P

DU

BF

1371

1371

. Kan

gund

o R

d.(p

t.2)

NC

C 1

371

Kan

g. R

dK

oma.

Rd

0.00

2.51

2.51

8.00

PD

UB

F13

7213

72. K

apso

it C

resc

ent

NC

C 1

372

Kap

s. R

dK

aps.

Rd.

0.00

0.28

0.28

4.20

PA

UB

1373

1373

. Kap

soit

Roa

dN

CC

137

3R

d. B

End

0.00

0.33

0.33

4.40

PC

UB

1374

1374

. Kom

aroc

k R

d.(p

t.1)

NC

C 1

374

Juja

Rd.

Kom

a. R

d0.

0020

.15

20.1

56.

70P

DU

BB

1375

1375

. Kom

aroc

k R

d.(p

t.2)

NC

C 1

375

Kom

a. R

dK

oma.

Rd

0.00

1.15

1.15

7.40

PD

UB

F13

7613

76. K

omar

ock

Rd.

(pt.3

)N

CC

137

6K

oma.

Rd

NC

C C

ity0.

001.

341.

347.

40P

DU

BF

1377

1377

. Kom

aroc

k R

d.(p

t.4)

NC

C 1

377

Kom

a. R

dN

CC

City

0.00

3.83

3.83

6.30

PD

UB

F13

7813

78. L

imut

et L

ane

NC

C 1

378

Nya

n. R

dE

nd0.

000.

120.

125.

00P

CU

F13

7913

79. M

u. K

enya

tta R

d. 1

NC

C 1

379

Roc

k R

d.J/

O.

Rd

0.00

2.07

2.07

6.70

PL

UM

F13

8013

80. M

u. K

enya

tta R

d. 2

NC

C 1

380

Kom

a. R

dJ/

O.

Rd

0.00

1.00

1.00

7.50

PL

UM

F13

8113

81. M

utar

akw

a R

oad

NC

C 1

381

O/R

. R

dK

oma.

Rd

0.00

1.50

1.50

7.10

PL

UB

F13

8213

82. M

uton

guni

Crs

t.N

CC

138

2M

uto.

Rd

Mut

o. R

d.0.

000.

270.

275.

00P

AU

B13

8313

83. M

uton

guni

Rd.

NC

C 1

383

Rd.

BR

d. U

0.00

0.33

0.33

4.00

PA

UB

1384

1384

. Ngo

bini

Roa

dN

CC

138

4R

d. B

End

0.00

0.28

0.28

6.00

PC

UB

1385

1385

. Ngo

bini

Cre

scen

tN

CC

138

5N

go.

Rd

Ngo

. R

d.0.

000.

270.

275.

00P

AU

F13

86

(km

) (x

.xx)

Sec

tion

or li

nkS

ectio

n or

link

desc

riptio

nch

aina

ge

Pag

e 5

of 6

TAB

LE 4

.3-4

(10)

RO

AD

INVE

NTO

RY

IN N

JIR

UR

OA

D IN

VEN

TOR

YA

REA

: N

airo

biZO

NE:

Njir

uG

IBB

AFR

ICA

Uni

que

Sec

tion

Ave

.R

oad

type

Roa

d U

rban

or

Pub

licC

arria

gew

ay

She

et n

o.ro

ad c

ode

or li

nkW

idth

(pav

ed/

Cla

ssR

ural

Tran

spor

tC

ondi

tion

Roa

d na

me

or n

umbe

rle

ngth

unpa

ved)

(H/P

/D/

Rou

teA

BC

Sta

rtE

ndS

tart

End

(km

) (x

.x)

(m)

(x.x

)L/

A/C

)(U

/R)

(B/M

/T)

B/F

/G(a

bcd)

(from

)(to

)(fr

om)

(to)

(P/U

)13

86. N

yang

usu

Clo

seN

CC

138

6N

ya.

Rd

End

0.00

0.09

0.09

4.30

PC

UF

1387

1387

. Nya

ngus

u C

rst.

NC

C 1

387

Nya

. R

dN

ya.

Rd

0.00

0.14

0.14

4.30

PU

F13

8813

88. N

yang

usu

Roa

dN

CC

138

8W

. Crs

t.E

nd0.

000.

650.

654.

60P

CU

F13

8913

89. O

lum

bori

Clo

se

NC

C 1

389

Olu

. R

dE

nd0.

000.

870.

876.

60P

CU

F13

9013

90. O

lum

bori

Lane

NC

C 1

390

Olu

. R

dE

nd0.

000.

260.

266.

00P

CU

F13

9113

91. O

lum

bori

Roa

dN

CC

139

1R

d. B

Rd.

B0.

000.

190.

195.

20P

AU

F13

9213

92. O

supu

ko C

rst.

NC

C 1

392

Osu

p. R

dO

sup.

Rd

0.00

0.28

0.28

5.10

PA

UF

1393

1393

. Osu

puko

Roa

dN

CC

139

3R

d. B

Gai

. Ln

0.00

0.25

0.25

5.50

PA

UF

1394

1394

. Roc

k R

oad

NC

C 1

394

Kom

a. R

dJ/

O.

Rd

0.00

2.48

2.48

7.00

PA

UB

F13

9513

95. T

hugi

Cre

scen

tN

CC

139

5Th

ugi

Rd

End

0.00

0.27

0.27

5.00

PC

UB

1396

1396

. Thu

gi G

rove

NC

C 1

396

Thug

i R

dE

nd0.

000.

460.

465.

00P

CU

B13

9713

97. T

hugi

Roa

dN

CC

139

7W

. Crs

t.E

nd0.

000.

200.

203.

50P

CU

F13

98

(km

) (x

.xx)

Sec

tion

or li

nkS

ectio

n or

link

desc

riptio

nch

aina

ge

Pag

e 6

of 6

TAB

LE 4

.3-4

(11)

RO

AD

INVE

NTO

RY

IN S

TAR

EHE

RO

AD

INVE

NTO

RY

AR

EA:

Nai

robi

ZON

E: S

tare

heG

IBB

AFR

ICA

Uni

que

Sec

tion

Ave

.R

oad

type

Roa

d U

rban

or

Pub

licC

arria

gew

ay

She

et n

o.ro

ad c

ode

or li

nkW

idth

(pav

ed/

Cla

ssR

ural

Tran

spor

tC

ondi

tion

Roa

d na

me

or n

umbe

rle

ngth

unpa

ved)

(H/P

/D/

Rou

teA

BC

Sta

rtE

ndS

tart

End

(km

) (x

.x)

(m)

(x.x

)L/

A/C

)(U

/R)

(B/M

/T)

B/F

/G(a

bcd)

(from

)(to

)(fr

om)

(to)

(P/U

)13

98. R

ing

Rd.

Nga

raN

CC

139

8R

/R.

Rd.

End

0.00

0.66

0.66

6.80

PC

UB

1399

1399

. Kee

koro

k Ln

. Rd.

YN

CC

139

9K

/K.

Rd.

Kiri

. R

d0.

000.

180.

185.

00P

AU

B14

0014

00. K

olob

ot S

t. A

nn S

chN

CC

140

0K

olo

Rd.

St.

Ann

0.00

0.30

0.30

4.80

PU

F14

0114

01. L

ome

Rd.

-City

H. S

.N

CC

140

1Lo

me

Rd.

C. H

. S.

0.00

1.39

1.39

4.00

U(E

)A

UB

1402

1402

. Lom

e-E

.Day

N. S

chN

CC

140

2Lo

me

Rd.

Des

ai R

d.0.

000.

180.

184.

80U

(E)

UB

1403

1403

. Mik

onge

Ln-

Ago

i Cr.

NC

C 1

403

Ago

i. R

d.A

goi

Rd.

0.00

0.16

0.16

4.00

PA

UF

1404

1404

. Mur

anga

-Msh

ale

Rd

NC

C 1

404

Mur

a. R

d.M

sha.

Rd.

0.00

0.12

0.12

11.0

0U

(E)

UB

1405

1405

. Mur

anga

R.A

bt-E

ndN

CC

140

5R

/Abo

utM

uth.

R/A

0.00

0.15

0.15

5.20

PU

F14

0614

06. N

CC

Riv

er, R

d. A

NC

C 1

406

NC

C R

v.K

iri.

Rd

0.00

2.19

2.19

7.00

PA

UM

F14

0714

07. S

oitu

lol R

d.-N

dege

Ln.

NC

C 1

407

Soi

. R

dN

de.

Ln.

0.00

0.08

0.08

5.00

U(E

)U

B14

0814

08. F

r. S

heik

h R

oad

NC

C 1

408

She

. R

d.N

/Vie

w R

d0.

000.

280.

284.

00U

(E)

UB

1409

1409

. Joi

ns N

dege

Lan

eN

CC

140

9D

esa

Rd.

Nde

. Ln

.0.

000.

060.

066.

00U

(E)

AU

B14

1014

10. A

bidj

an R

oad

NC

C 1

410

Lom

e R

d.P

ark

Rd.

0.00

0.17

0.17

6.00

PA

UF

1411

1411

. Acc

ra R

oad

NC

C 1

411

Rv.

Rd.

T/M

. S

t.0.

000.

250.

256.

50P

AU

MB

1412

1412

. Ago

i Roa

dN

CC

141

2F/

V.

Rd.

End

0.00

0.81

0.81

5.65

PC

UB

1413

1413

. Baj

uni R

oad

NC

C 1

413

I/R.

Rd.

Des

ai R

d.0.

000.

210.

214.

00U

(E)

AU

B14

1414

14. B

anda

Stre

etN

CC

141

4Lo

it. S

t.K

ima

St.

0.00

0.46

0.46

8.70

PA

UF

1415

1415

. Bar

idi L

ane

NC

C 1

415

Bar

i. R

d.Ju

ja. R

d.0.

000.

160.

165.

90P

AU

F14

1614

16. B

arid

i Roa

dN

CC

141

6F/

V.

Rd.

N/V

. R

d.0.

000.

240.

246.

15P

LU

F14

1714

17. B

iash

ara

Stre

etN

CC

141

7K

oin.

St.

Moi

Av.

0.00

0.37

0.37

10.0

0P

AU

F14

1814

18. B

ilesh

a R

d. (p

t.1)

NC

C 1

418

Des

. R

d.Lo

me.

Rd.

0.00

0.30

0.30

4.50

PA

UF

1419

1419

. Bile

sha

Rd.

(pt.2

)N

CC

141

9D

es.

Rd.

Lom

e. R

d.0.

000.

110.

114.

00P

AU

F14

2014

20. B

onde

Lan

eN

CC

142

0Ju

ja R

dB

ari.

Rd.

0.00

0.15

0.15

6.70

PA

UF

1421

1421

. Bun

i Lan

eN

CC

142

1Ju

ja R

dB

ari.

Rd.

0.00

0.17

0.17

4.00

U(E

)U

F14

2214

22. B

usta

ni L

ane

NC

C 1

422

Ago

i. R

d.Za

mb.

Ln.

0.00

0.21

0.21

4.50

PA

UF

1423

1423

. Cha

i Roa

dN

CC

142

3Ju

ja R

dP

am.

Rd.

0.00

0.24

0.24

4.00

U(E

)U

B14

2414

24. C

ham

bers

Roa

dN

CC

142

4N

ga.

Rd.

Mur

a. R

d.0.

000.

500.

505.

40P

AU

F14

2514

25. C

hana

l Sin

gh R

d.N

CC

142

5K

ins.

Rd.

Des

ai R

d.0.

000.

340.

344.

00P

AU

B14

2614

26. C

ity H

all W

ayN

CC

142

6M

oi.

Av

Uhu

. H/W

0.00

0.86

0.86

13.3

0P

DU

BF

1427

1427

. Cro

ss L

ane

NC

C 1

427

Ndu

. R

d.C

ross

Rd.

0.00

0.37

0.37

7.00

PA

UF

1428

1428

. Cro

ss R

oad

NC

C 1

428

Nga

. R

d.R

/C.

Rd.

0.00

0.84

0.84

6.70

PA

UF

1429

1429

. Des

ai R

oad.

(pt.1

)N

CC

142

9M

ura.

Rd.

Fore

. R

d.0.

000.

710.

717.

50P

DU

MF

1430

1430

. Des

ai R

oad

(pt.2

)N

CC

143

0Fo

re.

Rd.

Mur

a. R

d.0.

000.

420.

426.

35P

UM

F14

31

(km

) (x

.xx)

Sec

tion

or li

nkS

ectio

n or

link

desc

riptio

nch

aina

ge

Pag

e 1

of 6

TAB

LE 4

.3-4

(11)

RO

AD

INVE

NTO

RY

IN S

TAR

EHE

RO

AD

INVE

NTO

RY

AR

EA:

Nai

robi

ZON

E: S

tare

heG

IBB

AFR

ICA

Uni

que

Sec

tion

Ave

.R

oad

type

Roa

d U

rban

or

Pub

licC

arria

gew

ay

She

et n

o.ro

ad c

ode

or li

nkW

idth

(pav

ed/

Cla

ssR

ural

Tran

spor

tC

ondi

tion

Roa

d na

me

or n

umbe

rle

ngth

unpa

ved)

(H/P

/D/

Rou

teA

BC

Sta

rtE

ndS

tart

End

(km

) (x

.x)

(m)

(x.x

)L/

A/C

)(U

/R)

(B/M

/T)

B/F

/G(a

bcd)

(from

)(to

)(fr

om)

(to)

(P/U

)14

31. D

ubai

Roa

dN

CC

143

1A

ccra

Rd.

Late

Rd.

0.00

0.18

0.18

7.00

PA

UF

1432

1432

. Dub

ois

Lane

NC

C 1

432

Acc

ra R

d.La

te R

d.0.

000.

170.

175.

50P

UF

1433

1433

. Dur

uma

Roa

dN

CC

143

3R

v. R

d.R

/C.

Rd.

0.00

0.77

0.77

6.00

PA

UB

1434

1434

. Elw

ak L

ane

NC

C 1

434

R/C

. R

d.E

nd0.

000.

170.

172.

60P

CU

F14

3514

35. F

airv

iew

Roa

dN

CC

143

5M

ura.

Rd.

Juja

. Rd.

0.00

0.80

0.80

11.4

3P

AU

B14

3614

36. F

ire S

tone

Lan

eN

CC

143

6La

te R

d.R

v. R

d.0.

000.

270.

275.

60P

AU

F14

3714

37. F

ores

t Lan

eN

CC

143

7Li

mu.

Rd.

Fore

. R

d.0.

000.

720.

724.

00U

(E)

AU

B14

3814

38. F

ores

t Rd.

(Nbi

)N

CC

143

8Li

mu.

Rd.

Fore

. R

d.0.

001.

491.

497.

00P

UM

F14

3914

39. F

ores

t Rd.

(Thi

ka)

NC

C 1

439

Mus

e. H

illP

anga

R/A

0.00

1.52

1.52

7.00

PU

F14

4014

40. G

aber

one

Roa

dN

CC

144

0Lu

th.

Av.

Rv.

Rd.

0.00

0.25

0.25

8.30

PA

UF

1441

1441

. Gal

be R

obe

Roa

dN

CC

144

1La

sa.

Rd.

Par

k R

d.0.

000.

290.

295.

40P

AU

F14

4214

42. G

alla

Roa

dN

CC

144

2M

una.

Rd

Kip

k. R

d.0.

000.

190.

195.

50P

AU

F14

4314

43. G

en. K

ago

Stre

etN

CC

144

3M

/N.

St.

Kau

. S

t.0.

000.

050.

057.

00P

UB

1444

1444

. Gen

. Wai

rung

i St.

NC

C 1

444

2nd

Av.

Kar

i. M

kt.

0.00

1.70

1.70

10.3

0P

LU

B14

4514

45. G

was

i Roa

dN

CC

144

5R

.Nga

laR

/R.

Pum

.0.

000.

140.

146.

50P

AU

B14

4614

46. H

aile

Sel

assi

e A

v.N

CC

144

6N

go.

Rd

Land

Rd.

0.00

2.55

2.55

18.6

0P

DU

BF

1447

1447

. Haj

i Roa

dN

CC

144

7C

hai

Rd.

F/V

. R

d.0.

000.

240.

245.

30P

LU

F14

4814

48. H

akat

i Roa

dN

CC

144

8T/

M.

St.

Tem

. R

d.0.

000.

240.

245.

30P

AU

F14

4914

49. H

aram

bee

Av.

NC

C 1

449

Uhu

. H

/WM

oi A

v.0.

000.

870.

8713

.40

PA

UF

1450

1450

. Har

ry T

huku

Rd.

NC

C 1

450

Uhu

. H

/WU

ni.

Way

0.00

0.71

0.71

6.80

PA

UF

1451

1451

. Hom

be S

treet

NC

C 1

451

R/R

. N

ga.

Mur

a. R

d.0.

001.

001.

006.

90P

LU

F14

5214

52. I

rung

u R

iika

Rd.

NC

C 1

452

Nga

. R

d.D

esai

Rd.

0.00

0.26

0.26

12.0

0P

UB

1453

1453

. Ite

syo

Lane

NC

C 1

453

Kip

a. R

d.N

ga.

Rd.

0.00

0.15

0.15

5.30

PD

UB

1454

1454

. Jai

nsal

a La

neN

CC

145

4K

eek.

Rd.

Kiri

. R

d.0.

000.

270.

276.

50P

AU

F14

5514

55. J

odon

go L

ane

NC

C 1

455

Jodo

. R

d.E

nd0.

000.

250.

256.

00P

CU

B14

5614

56. J

odon

go R

oad

NC

C 1

456

Kih

u. R

d.N

g. S

. Sch

0.00

0.14

0.14

6.40

PA

UF

1457

1457

. Kal

ongo

Roa

dN

CC

145

7N

gwe.

Rd

Mur

a. R

d.0.

000.

210.

216.

00P

UF

1458

1458

. Kam

ae L

ane

NC

C 1

458

Gab

e. R

d.Lu

th.

Av.

0.00

0.07

0.07

5.20

PA

UF

1459

1459

. Kau

nda

Stre

etN

CC

145

9K

eny.

Av.

M/B

. S

t.0.

000.

750.

759.

00P

AU

F14

6014

60. K

eeko

rok

Roa

dN

CC

146

0N

gar.

Rd.

Kilo

. R

d0.

000.

330.

337.

00P

AU

B14

6114

61. K

enya

tta A

venu

eN

CC

146

1V

al.

Rd.

Moi

. A

v.0.

000.

790.

7912

.80

PH

UB

F14

6214

62. K

ianj

eku

Roa

dN

CC

146

2N

ga.

Rd.

Kol

o. R

d.0.

000.

190.

195.

20P

AU

B14

6314

63. K

iarie

Kih

u R

oad

NC

C 1

463

Mur

a. R

d.B

ari.

Rd.

0.00

0.60

0.60

5.40

PA

UB

1464

(km

) (x

.xx)

Sec

tion

or li

nkS

ectio

n or

link

desc

riptio

nch

aina

ge

Pag

e 2

of 6

TAB

LE 4

.3-4

(11)

RO

AD

INVE

NTO

RY

IN S

TAR

EHE

RO

AD

INVE

NTO

RY

AR

EA:

Nai

robi

ZON

E: S

tare

heG

IBB

AFR

ICA

Uni

que

Sec

tion

Ave

.R

oad

type

Roa

d U

rban

or

Pub

licC

arria

gew

ay

She

et n

o.ro

ad c

ode

or li

nkW

idth

(pav

ed/

Cla

ssR

ural

Tran

spor

tC

ondi

tion

Roa

d na

me

or n

umbe

rle

ngth

unpa

ved)

(H/P

/D/

Rou

teA

BC

Sta

rtE

ndS

tart

End

(km

) (x

.x)

(m)

(x.x

)L/

A/C

)(U

/R)

(B/M

/T)

B/F

/G(a

bcd)

(from

)(to

)(fr

om)

(to)

(P/U

)14

64. K

ifaru

Lan

eN

CC

146

4A

goi.

Rd.

She

i. R

d.0.

000.

160.

164.

00U

(E)

UB

1465

1465

. Kih

ium

wiri

Roa

dN

CC

146

5N

ga.

Rd.

Jodo

. R

d0.

000.

310.

316.

20P

AU

F14

66

"

NC

C 1

465

Nga

. R

d.Jo

do.

Rd

0.31

0.45

0.14

6.20

U(E

)A

UF

1466

1466

. Kija

be S

treet

NC

C 1

466

H/T

h. R

d.G

lobe

Rd.

0.00

0.67

0.67

6.30

PL

UF

1467

1467

. Kilo

me

Roa

dN

CC

146

7R

v. R

d.K

iri.

Rd

0.00

0.18

0.18

6.00

PA

UF

1468

1468

. Kim

athi

Stre

etN

CC

146

8M

/N.

St.

Moi

Av.

0.00

0.45

0.45

12.0

0P

AU

F14

6914

69. K

insh

asha

Roa

dN

CC

146

9M

ura.

Rd.

Par

k R

d.0.

000.

490.

496.

00P

AU

F14

70

"

NC

C 1

469

Mur

a. R

d.P

ark

Rd.

0.49

0.86

0.37

6.00

U(E

)A

UF

1470

1470

. Kin

yanj

ui S

treet

NC

C 1

470

R/C

. R

d.D

igo.

Rd.

0.00

0.97

0.97

6.50

PA

UF

1471

1471

. Kip

ande

Roa

dN

CC

147

1R

/A.

Mus

eM

ura.

Rd.

0.00

0.90

0.90

8.30

PU

F14

7214

72. K

ipip

iri R

oad

NC

C 1

472

Fore

. R

d.M

ura.

Rd.

0.00

0.15

0.15

5.90

PA

UF

1473

1473

. Kip

kam

bus

Roa

dN

CC

147

3N

ga.

Rd.

Kol

o. R

d.0.

000.

260.

264.

70P

AU

F14

7414

74. K

iriny

aga

Cre

scen

tN

CC

147

4K

iri.

Rd.

Kiri

. R

d0.

000.

340.

344.

00P

AU

B14

7514

75. K

iriny

aga

Lane

NC

C 1

475

Voi

. R

d.Ja

in.

Rd

0.00

0.06

0.06

6.00

PA

UF

1476

1476

. Kiri

nyag

a R

oad

NC

C 1

476

Glo

be R

/AR

/C.

Rd.

0.00

1.22

1.22

9.00

PU

MF

1477

1477

. Koi

nang

e La

neN

CC

147

7K

oin.

St.

Loita

St.

0.00

0.09

0.09

4.60

PA

UF

1478

1478

. Koi

nang

e S

treet

NC

C 1

478

Uni

. W

ayK

au.

St.

0.00

0.72

0.72

7.20

PD

UF

1479

1479

. Kol

obot

Roa

dN

CC

147

9Fo

re.

Rd.

Lim

u. R

d.0.

000.

870.

877.

60P

AU

F14

8014

80. K

ombo

Mun

yiri

Rd.

NC

C 1

480

Qua

r. R

d.P

umw

. R

d0.

000.

710.

719.

70P

AU

BF

1481

1481

. Kul

alu

Roa

dN

CC

148

1P

ark

Rd.

Mus

l. R

d.0.

000.

230.

234.

00U

(G)

AU

F14

8214

82. K

umas

i Roa

dN

CC

148

2R

v. R

d.K

iri.

Rd

0.00

0.26

0.26

6.00

PA

UB

1483

1483

. Lag

os R

oad

NC

C 1

483

Lat.

Rd.

T/M

. S

t.0.

000.

240.

2411

.20

PA

UF

1484

1484

. Las

ai R

oad

NC

C 1

484

Mog

i. R

d.Ju

ja R

d0.

000.

300.

305.

30P

LU

B14

8514

85. L

atem

a R

oad

NC

C 1

485

T/M

St.

Rv.

Rd.

0.00

0.23

0.23

12.4

0P

AU

MF

1486

1486

. Lim

uru

Roa

dN

CC

148

6R

/R.

Par

kM

uth.

Rd

0.00

0.68

0.68

7.00

PP

UB

F14

8714

87. L

oita

Stre

etN

CC

148

7U

ni.

Way

Ken

y. A

v.0.

000.

550.

558.

60P

LU

F14

8814

88. L

ome

Roa

dN

CC

148

8M

ura.

Rd.

Kin

shas

a0.

000.

610.

614.

20P

AU

F14

8914

89. L

t. Tu

mbo

Ave

nue

NC

C 1

489

Har

. A

v.H

/S.

Av.

0.00

0.17

0.17

13.0

0P

AU

F14

9014

90. L

umbw

a S

treet

NC

C 1

490

Kin

y. S

t.M

eru

Rd.

0.00

0.43

0.43

6.60

PA

UF

1491

1491

. Lut

huli

Av.

NC

C 1

491

T/M

St.

Rv.

Rd.

0.00

0.33

0.33

12.6

0P

LU

MB

1492

1492

. Mad

ura

Lane

NC

C 1

492

Juja

Roa

dB

ari.

Rd

0.00

0.13

0.13

6.00

PA

UB

1493

1493

. Mam

a N

gina

Stre

etN

CC

149

3M

oi.

Ave

.M

/B.

St.

0.00

0.48

0.48

6.00

PL

UF

1494

1494

. Mar

ket S

treet

NC

C 1

494

Loita

St.

M/B

. S

t.0.

000.

220.

224.

60P

AU

F14

95

(km

) (x

.xx)

Sec

tion

or li

nkS

ectio

n or

link

desc

riptio

nch

aina

ge

Pag

e 3

of 6

TAB

LE 4

.3-4

(11)

RO

AD

INVE

NTO

RY

IN S

TAR

EHE

RO

AD

INVE

NTO

RY

AR

EA:

Nai

robi

ZON

E: S

tare

heG

IBB

AFR

ICA

Uni

que

Sec

tion

Ave

.R

oad

type

Roa

d U

rban

or

Pub

licC

arria

gew

ay

She

et n

o.ro

ad c

ode

or li

nkW

idth

(pav

ed/

Cla

ssR

ural

Tran

spor

tC

ondi

tion

Roa

d na

me

or n

umbe

rle

ngth

unpa

ved)

(H/P

/D/

Rou

teA

BC

Sta

rtE

ndS

tart

End

(km

) (x

.x)

(m)

(x.x

)L/

A/C

)(U

/R)

(B/M

/T)

B/F

/G(a

bcd)

(from

)(to

)(fr

om)

(to)

(P/U

)14

95. M

bono

Cre

scen

tN

CC

149

5M

bono

Rd

F/V

. R

d.0.

000.

210.

215.

50P

AU

B14

9614

96. M

bono

Lan

eN

CC

149

6M

bono

Rd

Pam

b. R

d0.

000.

130.

135.

50P

AU

F14

9714

97. M

bono

Roa

dN

CC

149

7R

/R N

gar

F/V

. R

d.0.

000.

220.

227.

40P

LU

F14

9814

98. M

fang

ano

Lane

NC

C 1

498

H/S

. A

v.R

/Nga

la0.

000.

450.

455.

60P

AU

F14

9914

99. M

fang

ano

Stre

etN

CC

149

9H

/S.

Av.

Luth

. A

v.0.

000.

480.

488.

30P

LU

BF

1500

1500

. Mik

onge

Lan

eN

CC

150

0N

/V.

Rd.

Ago

i R

d.0.

000.

230.

235.

80P

AU

F15

0115

01. M

iwa

Lane

NC

C 1

501

Ago

i R

d.B

ari.

Rd

0.00

0.63

0.63

4.00

PA

UF

1502

1502

. Mog

ira R

oad

NC

C 1

502

Par

k R

d.R

/R.

Nga

.0.

000.

400.

405.

60P

AU

F15

0315

03. M

oi A

venu

eN

CC

150

3U

ni. W

ayH

/S.

Av.

0.00

1.43

1.43

14.0

0P

DU

BF

1504

1504

. Mok

tar D

adda

h S

t.N

CC

150

4M

oi.

Ave

.K

oin.

St.

0.00

0.34

0.34

10.0

0P

AU

F15

0515

05. M

onro

via

Stre

etN

CC

150

5U

hu.

H/W

Moi

Av.

0.00

0.30

0.30

6.00

PA

UF

1506

1506

. Msh

ale

Lane

NC

C 1

506

Des

ai R

dO

/A.

Rd.

0.00

0.52

0.52

6.00

U(E

)A

UB

1507

1507

. Mta

ragw

a La

neN

CC

150

7S

he.

LnM

we.

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0.00

0.33

0.33

4.00

PA

UB

1508

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. Muh

oron

i Clo

seN

CC

150

8N

ga.

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End

0.00

0.13

0.13

4.00

U(E

)C

UB

1509

1509

. Mui

ndi M

bing

u S

treet

NC

C 1

509

M/N

. S

t.M

oi A

v.0.

000.

770.

779.

00P

LU

F15

1015

10. M

unyu

Roa

d (p

t.1)

NC

C 1

510

R/N

. S

t.G

abe.

Rd.

0.00

0.30

0.30

10.7

0P

AU

MF

1511

1511

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yu R

oad

(pt.2

)N

CC

151

1G

abe.

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Acc

r. R

d.0.

000.

150.

156.

40P

AU

MF

1512

1512

. Mur

anga

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(Thi

ka)

NC

C 1

512

Thik

a R

d.N

ga.

Rd.

0.00

1.01

1.01

20.2

0P

UB

F15

1315

13. M

uran

ga R

d. (p

t.1)

NC

C 1

513

Glo

beM

oi A

v.0.

000.

180.

189.

00P

UB

F15

1415

14. M

uran

ga R

d. (p

t.2)

NC

C 1

514

Fore

. R

d.M

ur.

Rd.

0.00

1.38

1.38

12.0

0P

DU

BF

1515

1515

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anga

Rd.

(pt.3

)N

CC

151

5Th

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d.0.

000.

490.

4914

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PU

BF

1516

1516

. Mur

atin

a S

treet

NC

C 1

516

Juja

Roa

dG

en. W

. St

0.00

1.43

1.43

4.00

U(E

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UB

1517

1517

. Mus

hem

bi R

oad

NC

C 1

517

Nga

. R

d.Li

mu.

Rd.

0.00

0.39

0.39

5.40

PA

UF

1518

1518

. Mus

indi

Lan

eN

CC

151

8K

ihu.

Rd.

Mis

h R

d.0.

000.

450.

454.

00P

AU

B15

1915

19. M

usin

di R

oad

NC

C 1

519

Kih

u. R

d.0.

000.

400.

406.

20P

AU

B15

2015

20. M

uslim

Roa

dN

CC

152

0P

ark

Rd.

Kul

a R

d.0.

000.

100.

105.

20P

AU

F15

21

"

NC

C 1

520

Par

k R

d.K

ula

Rd.

0.10

0.39

0.29

5.20

U(E

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UF

1521

1521

. Mw

atat

e La

neN

CC

152

1R

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Rd.

End

0.00

0.16

0.16

3.60

PC

UF

1522

1522

. Mw

eni

Roa

dN

CC

152

2K

alo.

Rd.

Juja

Rd.

0.00

0.76

0.76

6.70

PA

UF

1523

1523

. Mw

ezi L

ane

NC

C 1

523

N/V

. R

d.S

he.

Rd.

0.00

0.23

0.23

4.00

PA

UF

1524

1524

. Nah

ar S

ingh

Roa

dN

CC

152

4M

ura.

Rd.

Thin

g R

d.0.

000.

380.

386.

00U

(E)

AU

F15

2515

25. N

dege

Lan

eN

CC

152

5F/

D.

JcFo

re.

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0.00

0.54

0.54

4.00

U(E

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UF

1526

1526

. Ndo

vu L

ane

NC

C 1

526

F/V

. R

d.N

/V.

Rd.

0.00

0.51

0.51

4.00

U(E

)A

UF

1527

(km

) (x

.xx)

Sec

tion

or li

nkS

ectio

n or

link

desc

riptio

nch

aina

ge

Pag

e 4

of 6

TAB

LE 4

.3-4

(11)

RO

AD

INVE

NTO

RY

IN S

TAR

EHE

RO

AD

INVE

NTO

RY

AR

EA:

Nai

robi

ZON

E: S

tare

heG

IBB

AFR

ICA

Uni

que

Sec

tion

Ave

.R

oad

type

Roa

d U

rban

or

Pub

licC

arria

gew

ay

She

et n

o.ro

ad c

ode

or li

nkW

idth

(pav

ed/

Cla

ssR

ural

Tran

spor

tC

ondi

tion

Roa

d na

me

or n

umbe

rle

ngth

unpa

ved)

(H/P

/D/

Rou

teA

BC

Sta

rtE

ndS

tart

End

(km

) (x

.x)

(m)

(x.x

)L/

A/C

)(U

/R)

(B/M

/T)

B/F

/G(a

bcd)

(from

)(to

)(fr

om)

(to)

(P/U

)15

27. N

dum

beri

Roa

dN

CC

152

7R

v. R

d.G

r. R

d.0.

000.

110.

116.

00P

UF

1528

1528

. Nga

ra C

resc

ent

NC

C 1

528

Nga

. R

d.N

ga.

Rd

0.00

0.20

0.20

5.50

PU

F15

2915

29. N

gara

Lan

eN

CC

152

9M

ura.

Rd.

R/G

. R

d.0.

000.

080.

084.

00P

AU

F15

3015

29. N

gara

Lan

eN

CC

152

9M

ura.

Rd.

R/G

. R

d.0.

000.

200.

204.

00U

(E)

AU

F15

3115

30. N

gara

Roa

dN

CC

153

0M

use.

R/A

Mur

a. R

d.0.

000.

980.

989.

00P

DU

F15

3215

31. N

gara

Roa

d 2

NC

C 1

531

Mur

a. R

d.P

ark

Rd.

0.00

0.81

0.81

14.0

0P

DU

BF

1533

1532

. Nga

ra R

oad

3N

CC

153

2P

ark

Rd.

Mur

a. R

d.0.

000.

390.

397.

00P

DU

BF

1534

1533

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riam

a R

oad

NC

C 1

533

Rv.

Rd.

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. Ln

.0.

000.

110.

116.

00P

UF

1535

1534

. Nku

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ah A

ve.

NC

C 1

534

Moi

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ve.

Moi

. A

v.0.

000.

210.

216.

00P

LU

F15

3615

35. N

kuru

mah

Lan

eN

CC

153

5N

kur.

Av.

Har

a. A

v.0.

000.

190.

198.

90P

AU

F15

3715

36. N

orth

Vie

w R

oad

NC

C 1

536

Mur

a. R

d.Ju

ja R

d0.

000.

790.

796.

65P

LU

F15

3815

37. N

yam

bene

Driv

eN

CC

153

7R

/R.

Nga

Mur

a. S

t.0.

000.

670.

675.

60P

AU

F15

3915

38. O

koth

Aur

a R

oad

NC

C 1

538

Mur

a. R

d.Fo

re.

St.

0.00

0.25

0.25

4.90

PL

UF

1540

1539

. Osh

wal

Roa

dN

CC

153

9K

olo.

Rd.

Lim

u. R

d.0.

000.

160.

165.

50P

UF

1541

1540

. Pam

ba C

lose

NC

C 1

540

F/V

. R

dE

nd0.

000.

190.

194.

80P

CU

F15

4215

41. P

amba

Roa

dN

CC

154

1F/

V.

Rd

Mbo

no R

d0.

000.

290.

298.

05P

AU

F15

4315

42. P

aret

o R

oad

NC

C 1

542

Cha

i R

d.F/

V.

Rd.

0.00

0.14

0.14

5.00

U(E

)A

UB

1544

1543

. Par

k R

oad

(pt.1

)N

CC

154

3N

gara

Rd

Juja

Rd

0.00

1.02

1.02

9.20

PD

UB

B15

4515

44. P

ark

Roa

d (p

t.2)

NC

C 1

544

Kin

s. R

dJu

ja R

d0.

001.

041.

049.

50P

DU

BF

1546

1545

. Par

liam

ent R

oad

NC

C 1

545

H/S

. A

v.K

au.

St.

0.00

0.63

0.63

13.4

0P

DU

F15

4715

46. P

okot

Roa

dN

CC

154

6O

shw

al R

dE

nd0.

000.

230.

235.

50P

CU

B15

4815

47. Q

uarr

y R

oad

NC

C 1

547

Dig

o R

dP

ark

Rd.

0.00

1.17

1.17

7.60

PA

UM

F15

4915

48. R

acec

ours

e R

oad

NC

C 1

548

NC

C R

v.H

/S.

Av.

0.00

0.75

0.75

15.0

0P

LU

BF

1550

1549

. Rai

ya L

ane

NC

C 1

549

G/R

. R

dJu

ja R

d0.

000.

160.

166.

00U

(G)

AU

B15

5115

50. R

ames

h G

auta

ma

Rd

NC

C 1

550

Mur

a. R

d.N

ga.

Rd

0.00

0.35

0.35

6.00

PA

UF

1552

1551

. Rin

g R

oad

Nga

raN

CC

155

1M

ura.

Rd.

G/W

. S

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001.

701.

707.

50P

LU

BF

1553

1552

. Rin

g R

oad

Pum

wan

iN

CC

155

2R

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Rd.

Land

Rd.

0.00

0.61

0.61

25.0

0P

DU

BB

1554

1553

. Riv

er L

ane

NC

C 1

553

Dur

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d.C

ross

Rd

0.00

0.49

0.49

2.00

PA

UB

1555

1554

. Riv

er R

oad

NC

C 1

554

T/M

St.

R/N

. S

t.0.

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071.

0711

.90

PA

UM

B15

5615

55. R

onal

d N

gala

St.

NC

C 1

555

R/C

. R

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oi.

Av.

0.00

0.60

0.60

14.6

0P

AU

BF

1557

1556

. She

ikh

Kar

ume

Lane

NC

C 1

556

Mfa

. S

tM

uny.

Rd.

0.00

0.27

0.27

4.80

PA

UF

1558

1557

. She

ikh

Kar

ume

Roa

dN

CC

155

7R

v. R

d.M

fa.

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0.00

0.30

0.30

5.40

PA

UF

1559

1558

. She

ikh

Roa

dN

CC

155

8F/

V.

Rd

Mut

a. L

n.0.

000.

330.

335.

20P

UF

1560

(km

) (x

.xx)

Sec

tion

or li

nkS

ectio

n or

link

desc

riptio

nch

aina

ge

Pag

e 5

of 6

TAB

LE 4

.3-4

(11)

RO

AD

INVE

NTO

RY

IN S

TAR

EHE

RO

AD

INVE

NTO

RY

AR

EA:

Nai

robi

ZON

E: S

tare

heG

IBB

AFR

ICA

Uni

que

Sec

tion

Ave

.R

oad

type

Roa

d U

rban

or

Pub

licC

arria

gew

ay

She

et n

o.ro

ad c

ode

or li

nkW

idth

(pav

ed/

Cla

ssR

ural

Tran

spor

tC

ondi

tion

Roa

d na

me

or n

umbe

rle

ngth

unpa

ved)

(H/P

/D/

Rou

teA

BC

Sta

rtE

ndS

tart

End

(km

) (x

.x)

(m)

(x.x

)L/

A/C

)(U

/R)

(B/M

/T)

B/F

/G(a

bcd)

(from

)(to

)(fr

om)

(to)

(P/U

)15

59. S

hilli

ngi R

oad

NC

C 1

559

Mus

h. R

dK

ian.

Rd.

0.00

0.18

0.18

4.50

PA

UB

1561

1560

. Sim

ba S

treet

NC

C 1

560

M/N

. S

t.C

/H.

Way

0.00

0.09

0.09

13.0

0P

AU

F15

6215

61. S

imbi

Roa

dN

CC

156

1D

esai

Rd

Kin

s. R

d.0.

000.

400.

405.

00P

AU

B15

6315

62. S

oit O

lolo

l Roa

dN

CC

156

2D

esai

Rd

O/A

. R

d.0.

000.

290.

295.

20P

LU

B15

6415

63. S

ongo

t Wal

kN

CC

156

3G

/R.

Rd

Mog

i. R

d.0.

000.

370.

375.

10P

LU

F15

6515

64. S

tand

ard

Stre

etN

CC

156

4K

oin.

St.

Kim

a. R

d.0.

000.

440.

449.

00P

AU

F15

6615

65. T

aifa

Roa

dN

CC

156

5C

/H.

Way

Har

a. A

v.0.

000.

290.

2913

.20

PL

UF

1567

1566

. Tai

fa L

ane

NC

C 1

566

Nga

. R

d.Ta

it. R

d.0.

000.

150.

153.

70P

UF

1568

1567

. Tav

eta

Roa

dN

CC

156

7A

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Rd.

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Rd.

0.00

0.18

0.18

8.30

PA

UF

1569

1568

. Tem

ple

Roa

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CC

156

8R

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Rd.

T/M

. S

t.0.

000.

390.

399.

40P

LU

F15

7015

69. T

hing

ira R

oad

NC

C 1

569

Des

ai R

dK

ins.

Rd.

0.00

0.37

0.37

4.00

PA

UF

1571

1570

. Tim

boro

a La

neN

CC

157

0La

t. R

d.A

cc.

Rd.

0.00

0.18

0.18

5.70

PA

UF

1572

1571

. Tim

boro

a R

oad

NC

C 1

571

Lat.

Rd.

Lag.

Rd.

0.00

0.14

0.14

6.50

PU

F15

7315

72. T

om M

boya

Stre

etN

CC

157

2H

/S.

Av.

Rv.

Rd.

0.00

1.06

1.06

6.70

PL

UF

1574

1573

. Tsa

vo L

ane

NC

C 1

573

Acc

r. R

d.La

t. R

d.0.

000.

170.

175.

60P

AU

F15

7515

74. T

savo

Roa

dN

CC

157

4La

t. R

d.A

cc.

Rd.

0.00

0.18

0.18

7.00

PA

UF

1576

1575

. Tub

man

Stre

etN

CC

157

5M

oi A

v.K

oin.

St.

0.00

0.39

0.39

4.80

PA

UF

1577

1576

. Uhu

ru H

ighw

ayN

CC

157

6N

yayo

St.

Chi

ro.

Rd.

0.00

3.66

3.66

18.8

0P

HU

F15

7815

77. U

kwal

a R

oad

NC

C 1

577

Jogo

. R

d.B

aha

Rd.

0.00

0.42

0.42

6.00

PL

UB

1579

1578

. Uni

vers

ity W

ayN

CC

157

8U

hu. H

/WM

oi.

Av.

0.00

0.46

0.46

15.2

0P

PU

F15

8015

79. U

talii

Stre

etN

CC

157

9Lo

ita S

t.U

/H'w

ay0.

000.

160.

164.

80P

UF

1581

1580

. Uyo

ma

Stre

etN

CC

158

0R

/C.

Rd.

R/N

. S

t.0.

000.

260.

2612

.00

PA

UF

1582

1581

. Voi

Roa

dN

CC

158

1R

v. R

d.K

iri R

d.0.

001.

001.

0012

.50

PU

F15

8315

82. W

aber

a S

treet

NC

C 1

582

Ban

d. S

t.C

/H.

Way

0.00

0.36

0.36

5.90

PU

F15

8415

83. W

atal

ii S

treet

NC

C 1

583

M/N

. S

t.C

/H.

Way

0.00

0.08

0.08

9.00

PA

UF

1585

1584

. Web

uye

Roa

dN

CC

158

4D

esai

Rd

N/S

. R

d.0.

000.

120.

126.

00P

UB

1586

"

NC

C 1

584

Des

ai R

dN

/S.

Rd.

0.12

0.27

0.15

6.00

U(E

)U

B15

8615

85. Y

atta

Roa

dN

CC

158

5R

/C.

Rd.

R/R

. P

um0.

000.

080.

084.

00P

AU

F15

8715

86. Z

amba

rau

Lane

NC

C 1

586

Mik

o. L

n.M

w. L

n0.

000.

260.

266.

40P

AU

F15

88

"

NC

C 1

586

Mik

o. L

n.M

w. L

n0.

260.

320.

066.

40U

(E)

AU

B15

88

(km

) (x

.xx)

Sec

tion

or li

nkS

ectio

n or

link

desc

riptio

nch

aina

ge

Pag

e 6

of 6

TAB

LE 4

.3-4

(12)

RO

AD

INVE

NTO

RY

IN W

ESTL

AN

D

RO

AD

INVE

NTO

RY

AR

EA:

Nai

robi

ZON

E: W

estla

ndG

IBB

AFR

ICA

Uni

que

Sec

tion

Ave

.R

oad

type

Roa

d U

rban

or

Pub

licC

arria

gew

ay

She

et n

o.ro

ad c

ode

or li

nkW

idth

(pav

ed/

Cla

ssR

ural

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spor

tC

ondi

tion

Roa

d na

me

or n

umbe

rle

ngth

unpa

ved)

(H/P

/D/

Rou

teA

BC

Sta

rtE

ndS

tart

End

(km

) (x

.x)

(m)

(x.x

)L/

A/C

)(U

/R)

(B/M

/T)

B/F

/G(a

bcd)

(from

)(to

)(fr

om)

(to)

(P/U

)15

87. L

w. K

abet

e-K

yuna

Rd

NC

C 1

587

L/K

. R

dK

yuni

Rd

0.00

0.13

0.13

4.00

U(E

)A

UB

1587

1588

. G. E

st. I

CR

AF

Rd.

NC

C 1

588

U/N

. A

v.Ic

raf

0.00

0.15

0.15

5.60

PU

F15

88

"

NC

C 1

588

U/N

. A

v.Ic

raf

0.15

0.76

0.61

5.60

U(G

)U

F15

8815

89. G

igiri

Est

. Rd.

NN

CC

158

9R

d. P

1R

d. P

20.

000.

540.

545.

30P

UB

1589

1590

. Gig

iri E

st. R

d. P

NC

C 1

590

Rd.

P1-

P2

End

0.00

0.25

0.25

5.30

PC

UB

1590

1591

. Gig

iri E

st. R

d. S

NC

C 1

591

Uni

cef

End

0.00

0.52

0.52

5.30

PC

UF

1591

1592

. Gig

iri E

st. R

d. P

2-P

1N

CC

159

2R

d. P

2R

d. P

10.

002.

412.

416.

40P

UF

1592

1593

. Gig

iri E

st. R

d. Q

-IN

CC

159

3U

/N.

Av.

Rd.

P2-

P1

0.00

0.32

0.32

5.30

PU

B15

9315

94. G

igiri

Est

. Rd.

Q-2

NC

C 1

594

U/N

. A

v.R

d. P

2-P

10.

000.

080.

085.

30U

(E)

UB

1594

1595

. Gig

iri, K

TTC

Rd.

ZN

CC

159

5U

/N.

Av.

KTT

C0.

000.

180.

185.

30P

AU

B15

9515

96. K

. I. S

ch. -

Pep

oni

NC

C 1

596

K. I

nt. S

ch.

Pep

o R

d.0.

001.

221.

225.

30P

AU

B15

9615

97. L

w. K

abet

e-W

aiya

ki W

.N

CC

159

7L/

W.

Rd.

Wai

. Way

0.00

3.68

3.68

6.40

PD

UF

1597

1598

. Lw

. Pep

oni R

d. J

CN

CC

159

8P

epon

i Rd

End

0.00

0.22

0.22

3.00

PC

UF

1598

1599

. Ny.

Est

. E1,

E2,

E3

NC

C 1

599

Rd.

D2-

C3

Rd.

E3

0.00

0.41

0.41

5.30

PU

B15

9916

00. N

y. E

st. C

1, C

2-A

2N

CC

160

0C

1 (c

3 d2

)N

ge.

Rd.

0.00

1.39

1.39

5.30

PU

F16

0016

01. N

yari

Es.

B1-

A2-

1N

CC

160

1R

/H.

Rd.

Nge

. R

d.0.

000.

330.

335.

30P

UB

1601

1602

. Nya

ri E

s. B

1-A

2-2

NC

C 1

602

R/H

. R

d.N

ge.

Rd.

0.00

0.22

0.22

5.30

U(E

)U

B16

0216

03. N

yari

Es.

C3-

D2

NC

C 1

603

Rd.

C3

R/H

. R

d.0.

001.

751.

756.

40P

UF

1603

1604

. Nya

ri E

s. D

1-D

2N

CC

160

4R

d. C

3-D

2E

nd0.

000.

150.

155.

30P

CU

F16

0416

05. N

yari

Est

. F1-

F2N

CC

160

5C

1/C

2/A

2E

nd0.

000.

550.

555.

30P

CU

F16

0516

06. N

yari

Est

. G1-

G2

NC

C 1

606

R/H

. R

d.E

nd0.

000.

210.

212.

27U

(E)

CU

B16

0616

07. N

yari

Est

. H1-

H2

NC

C 1

607

E1-

D2-

Rd

End

0.00

0.44

0.44

5.42

PC

UF

1607

1608

. Nya

ri E

st. K

1-K

2N

CC

160

8C

1/C

2 R

dC

2/C

3 R

d.0.

000.

150.

155.

30P

UF

1608

1609

. Opp

. Wam

bugu

Clo

seN

CC

160

9P

ark

Rd.

Pa-

D-N

s0.

000.

400.

404.

70P

UF

1609

1610

. Run

da E

st. R

d. D

NC

C 1

610

Run

. G

r.E

nd0.

000.

300.

305.

30P

CU

F16

1016

11. R

unda

Est

. Rd.

EN

CC

161

1R

un.

Gr.

End

0.00

0.03

0.03

5.30

PC

UF

1611

1612

. Run

da E

st. R

d. F

NC

C 1

612

Run

. G

r.E

nd0.

000.

480.

485.

30P

CU

F16

1216

13. R

unda

Est

. Rd.

GN

CC

161

3R

d. H

Rd.

P0.

000.

230.

235.

30P

AU

F16

1316

14. R

unda

Est

. Rd.

HN

CC

161

4R

uak.

Rd.

End

0.00

1.24

1.24

5.30

PC

UB

1614

1615

. Run

da E

st. R

d. J

NC

C 1

615

Rd.

HE

nd0.

000.

290.

295.

30P

CU

F16

15

"N

CC

161

5R

d. H

End

0.29

0.91

0.62

5.30

U(G

)C

UB

1615

1616

. Run

da E

st. R

d. K

NC

C 1

616

Rd.

JR

d. H

0.00

0.75

0.75

5.30

PU

F16

1616

17. R

unda

Est

. Rd.

LN

CC

161

7R

d. H

End

0.00

0.25

0.25

5.30

PC

UB

1617

Sec

tion

or li

nkS

ectio

n or

link

desc

riptio

nch

aina

ge(k

m)

(x.x

x)

Pag

e 1

of 8

TAB

LE 4

.3-4

(12)

RO

AD

INVE

NTO

RY

IN W

ESTL

AN

D

RO

AD

INVE

NTO

RY

AR

EA:

Nai

robi

ZON

E: W

estla

ndG

IBB

AFR

ICA

Uni

que

Sec

tion

Ave

.R

oad

type

Roa

d U

rban

or

Pub

licC

arria

gew

ay

She

et n

o.ro

ad c

ode

or li

nkW

idth

(pav

ed/

Cla

ssR

ural

Tran

spor

tC

ondi

tion

Roa

d na

me

or n

umbe

rle

ngth

unpa

ved)

(H/P

/D/

Rou

teA

BC

Sta

rtE

ndS

tart

End

(km

) (x

.x)

(m)

(x.x

)L/

A/C

)(U

/R)

(B/M

/T)

B/F

/G(a

bcd)

(from

)(to

)(fr

om)

(to)

(P/U

)16

18. R

unda

Est

. Rd.

MN

CC

161

8R

d. K

Rd.

J0.

000.

190.

195.

30P

UB

1618

1619

. Run

da E

st. R

d. N

NC

C 1

619

Rd.

HE

nd0.

000.

560.

565.

30P

CU

B16

1916

20. R

unda

Est

. Rd.

PN

CC

162

0R

d. N

End

0.00

0.31

0.31

5.30

PC

UB

1620

1621

. Sha

nzu-

Gre

vilu

a G

r.N

CC

162

1S

ha.

Rd.

Gre

-Gr.

0.00

0.30

0.30

5.75

U(E

)U

B16

2116

22. S

pr. V

alle

y - E

ndN

CC

162

2S

/V.

Rd.

End

0.00

0.15

0.15

5.30

PC

UF

1622

1623

. Spr

. Val

ley

- End

NC

C 1

623

S/V

. R

d.E

nd0.

000.

150.

155.

00P

CU

F16

2316

24. S

pr. V

alle

y - E

ndN

CC

162

4S

/V.

Rd.

End

0.00

0.10

0.10

4.50

PC

UF

1624

1625

. Wis

pers

Est

. Rd.

BN

CC

162

5U

/N.

Av.

End

0.00

0.33

0.33

5.10

PC

UF

1625

1626

. Wis

pers

Est

. Rd.

CN

CC

162

6R

d. B

End

0.00

0.22

0.22

5.30

PC

UF

1626

1627

. Wis

pers

Est

. Rd.

DN

CC

162

7U

/N.

Av.

Ros

. A

ca0.

000.

300.

305.

30P

UB

1627

1628

. Wis

pers

Est

. Rd.

EN

CC

162

8R

d. D

End

0.00

0.31

0.31

5.30

PC

UF

1628

1629

. Wis

pers

Est

. Rd.

FN

CC

162

9R

d. E

End

0.00

0.20

0.20

5.30

PC

UF

1629

1630

. Wis

pers

Est

. Rd.

GN

CC

163

0R

d. D

End

0.00

0.39

0.39

5.30

PC

UF

1630

1631

. Wis

pers

Est

. Rd.

HN

CC

163

1U

/N.

Av.

End

0.00

0.66

0.66

5.30

PC

UB

1631

1632

. Wis

pers

Est

. Rd.

JN

CC

163

2U

/N.

Av.

End

0.00

0.95

0.95

6.30

PC

UF

1632

1633

. Wis

pers

Est

. Rd.

KN

CC

163

3R

d. J

End

0.00

0.18

0.18

5.30

PC

UF

1633

1634

. Wis

pers

Est

. Rd.

MN

CC

163

4U

/N.

Av.

End

0.00

0.27

0.27

5.30

PC

UB

1634

1635

. At T

higi

ri +

Pep

oni

NC

C 1

635

Thig

i. R

d.P

epo

Rd.

0.00

0.18

0.18

4.30

PU

F16

3516

36. C

rc O

n Th

igiri

Rd.

NC

C 1

636

Thig

i. R

d.Th

igi.

Rd.

0.00

0.49

0.49

5.30

PU

F16

3616

37. F

r. Ja

cara

nda

Hot

elN

CC

163

7Ja

ca. H

'tel

0.00

0.19

0.19

6.20

PU

B16

3716

38. F

r. M

agum

u C

rsc.

NC

C 1

638

Ma.

Crs

c.E

nd0.

000.

070.

074.

80P

CU

B16

3816

39. F

r. Ta

arifa

Lan

eN

CC

163

9Ta

a. L

n.E

nd0.

000.

220.

224.

00U

(E)

CU

B16

3916

40. F

r. W

ood

Val

e G

r.N

CC

164

0W

/V.

Gr.

End

0.00

0.11

0.11

5.40

PC

UF

1640

1641

. Off

Mut

haig

a R

d. 1

NC

C 1

641

Mut

h. R

d.E

nd0.

000.

160.

164.

00U

(E)

CU

B16

4116

42. O

ff M

utha

iga

Rd.

2N

CC

164

2M

uth.

Rd.

End

0.00

0.18

0.18

4.00

U(E

)C

UB

1642

1643

. Off

Thig

iri R

idge

Rd.

NC

C 1

643

Th/R

. R

d.E

nd0.

000.

170.

175.

60P

CU

B16

4316

44. 1

st P

arkl

ands

Av.

NC

C 1

644

Lim

u. R

d.M

pa.

Rd.

0.00

1.78

1.78

5.97

PL

UB

1644

1645

. 2nd

Par

klan

ds A

v.N

CC

164

5Li

mu.

Rd.

Mpa

. R

d.0.

001.

761.

765.

92P

LU

F16

4516

46. 3

rd P

arkl

ands

Av.

NC

C 1

646

Lim

u. R

d.M

pa.

Rd.

0.00

1.75

1.75

7.00

PL

UF

1646

1647

. 4th

Par

klan

ds A

v.N

CC

164

7Li

mu.

Rd.

Nga

o. R

d.0.

001.

361.

366.

87P

LU

F16

4716

48. 5

th P

arkl

ands

Av.

NC

C 1

648

Lim

u. R

d.M

asa.

Rd.

0.00

0.83

0.83

7.00

PL

UF

1648

1649

. 6th

Par

klan

ds A

v.N

CC

164

9Li

mu.

Rd.

Mw

a. R

d.0.

000.

510.

516.

20P

LU

B16

4916

50. B

ende

ra L

ane

NC

C 1

650

S/V

. R

d.E

nd0.

001.

351.

354.

50P

CU

B16

50

Sec

tion

or li

nkS

ectio

n or

link

desc

riptio

nch

aina

ge(k

m)

(x.x

x)

Pag

e 2

of 8

TAB

LE 4

.3-4

(12)

RO

AD

INVE

NTO

RY

IN W

ESTL

AN

D

RO

AD

INVE

NTO

RY

AR

EA:

Nai

robi

ZON

E: W

estla

ndG

IBB

AFR

ICA

Uni

que

Sec

tion

Ave

.R

oad

type

Roa

d U

rban

or

Pub

licC

arria

gew

ay

She

et n

o.ro

ad c

ode

or li

nkW

idth

(pav

ed/

Cla

ssR

ural

Tran

spor

tC

ondi

tion

Roa

d na

me

or n

umbe

rle

ngth

unpa

ved)

(H/P

/D/

Rou

teA

BC

Sta

rtE

ndS

tart

End

(km

) (x

.x)

(m)

(x.x

)L/

A/C

)(U

/R)

(B/M

/T)

B/F

/G(a

bcd)

(from

)(to

)(fr

om)

(to)

(P/U

)16

51. B

hand

eri R

oad

NC

C 1

651

Mar

a. R

d.M

asa.

Rd.

0.00

0.40

0.40

5.11

PL

UF

1651

1652

. Bou

ndar

y R

oad

NC

C 1

652

S/V

. R

d.E

nd0.

000.

270.

273.

00U

(G)

CU

F16

5216

53. B

rook

side

Clo

seN

CC

165

3B

r. G

r.S

ch.

Ln.

0.00

0.11

0.11

4.90

PA

UF

1653

1654

. Bro

oksi

de D

rive

NC

C 1

654

Mug

. G

r.L/

K.

Rd.

0.00

1.33

1.33

6.70

PL

UB

1654

1655

. Bro

oksi

de G

arde

nN

CC

165

5M

ug.

Gr.

Br.

Dr.

0.00

0.41

0.41

6.70

PL

UB

1655

"N

CC

165

5M

ug.

Gr.

Br.

Dr.

0.41

0.50

0.09

6.70

U(G

)L

UB

1655

1656

. Bro

oksi

de G

rove

NC

C 1

656

Wai

. W

ayS

ch.

Ln.

0.00

0.49

0.49

5.60

PL

UB

1656

1657

. Chi

rom

o La

neN

CC

165

7C

hi.

Rd.

Ojij

o R

d.0.

000.

600.

605.

30P

AU

B16

5716

58. C

ork

Cre

scen

tN

CC

165

8Ta

a R

d.Ta

a. R

d.0.

000.

210.

215.

00P

AU

B16

5816

59. C

ross

Roa

dN

CC

165

9L/

V.

Rd.

End

0.00

0.50

0.50

5.40

PC

UF

1659

1660

. Cro

ss W

ay L

ane

NC

C 1

660

Wes

t C

l.M

uth.

Rd.

0.00

0.30

0.30

5.00

PA

UF

1660

1661

. Don

yo S

abuk

Av.

NC

C 1

661

Pep

oni R

dG

/M.

Dr.

0.00

0.77

0.77

3.80

U(E

)D

UB

1661

1662

. Don

yo S

abuk

Ln.

NC

C 1

662

G/M

. D

r.D

/S.

Av.

0.00

0.31

0.31

4.00

U(E

)A

UB

1662

1663

. El.

Rav

ine

Grd

ns.

NC

C 1

663

E/R

. R

d.E

nd0.

000.

200.

203.

70P

CU

B16

6316

64. E

l. R

avin

e G

r.N

CC

166

4E

/R.

Rd.

End

0.00

0.11

0.11

3.71

PC

UB

1664

1665

. El.

Rav

ine

Rd.

NC

C 1

665

Pep

oni R

dR

/R.

PK

L0.

000.

680.

685.

50P

DU

F16

6516

66. F

aras

i Lan

eN

CC

166

6N

ge.

Rd.

L/K

. R

d.0.

000.

900.

903.

50U

(G)

UB

1666

1667

. Far

asi W

ayN

CC

166

7L/

K.

Rd.

Far.

Ln.

0.00

0.60

0.60

3.10

U(G

)U

B16

6716

68. F

orce

s La

neN

CC

166

8R

/R.

PK

LM

pa.

Rd.

0.00

0.40

0.40

5.70

PA

UB

1668

1669

. For

est R

oad

NC

C 1

669

Lim

u. R

d.M

ura.

Rd.

0.00

1.28

1.28

8.00

PD

UM

F16

6916

70. F

orw

ard

Clo

seN

CC

167

0C

ity/B

Kiti

. R

d.0.

000.

810.

814.

00P

LU

B16

7016

71. G

. Mat

heng

e G

rdns

.N

CC

167

1G

en. M

. Dr.

L/K

. R

d.0.

000.

170.

174.

70P

AU

B16

71

"

NC

C 1

671

Gen

. M. D

r.L/

K.

Rd.

0.17

0.33

0.16

4.70

U(G

)A

UB

1671

1672

. Gen

. Mat

heng

e D

r.N

CC

167

2R

/R.

PK

LL/

K.

Rd.

0.00

2.17

2.17

6.10

PD

UF

1672

1673

. Gen

. Mat

heng

e C

l.N

CC

167

3G

en. M

. Dr.

End

0.00

0.10

0.10

2.50

U(G

)C

UB

1673

1674

. Gen

. Mat

heng

e D

r.N

CC

167

4K

ab.

Rd.

Mpa

ka R

d.0.

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1678

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8016

81. H

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Val

ley

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681

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170.

174.

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81

(km

) (x

.xx)

Sec

tion

or li

nkS

ectio

n or

link

desc

riptio

nch

aina

ge Pag

e 3

of 8

TAB

LE 4

.3-4

(12)

RO

AD

INVE

NTO

RY

IN W

ESTL

AN

D

RO

AD

INVE

NTO

RY

AR

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tion

Ave

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type

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She

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spor

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me

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unpa

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Rou

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BC

Sta

rtE

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(km

) (x

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(B/M

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B/F

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om)

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82. H

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168

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PC

UB

1682

1683

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683

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540.

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CU

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8316

84. H

ill V

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168

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8416

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regi

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480.

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8516

86. I

ta R

oad

NC

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686

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kls

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290.

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168

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U(G

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8716

88. K

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lose

NC

C 1

688

Sch

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340.

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8816

89. K

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C 1

689

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91. K

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9216

93. K

iam

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C 1

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95. K

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697

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270.

274.

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98. K

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169

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411.

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99. K

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169

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0.13

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U(G

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UB

1699

1700

. Kyu

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C 1

700

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0017

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170

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591.

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0117

02. K

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170

2L/

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592.

130.

544.

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0217

03. L

ake

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NC

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703

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04. L

ake

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d. (p

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460.

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1704

1705

. Lim

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1705

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170

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1706

1707

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uru

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170

76.

539.

773.

248.

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PU

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1707

1708

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170

8Lo

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rs.

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0.00

0.24

0.24

3.95

PC

UB

1708

1709

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Cre

scen

tN

CC

170

9Lo

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Rg.

Lore

. R

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431.

435.

15P

DU

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0917

10. L

ores

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rove

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C 1

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End

0.00

0.50

0.50

4.90

PC

UB

1710

1711

. Lor

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Rid

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171

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0.00

4.02

4.02

5.63

PL

UB

1711

1712

. Lor

esho

Ris

eN

CC

171

2Lo

re.

Crs

.E

nd0.

000.

290.

294.

70P

CU

F17

1217

13. L

ores

ho V

ale

NC

C 1

713

Lore

. C

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End

0.00

0.17

0.17

3.95

PC

UF

1713

1714

. Low

er K

abet

e R

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NC

C 1

714

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. P

kl.

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303.

306.

00P

DU

BB

1714

(km

) (x

.xx)

Sec

tion

or li

nkS

ectio

n or

link

desc

riptio

nch

aina

ge Pag

e 4

of 8

TAB

LE 4

.3-4

(12)

RO

AD

INVE

NTO

RY

IN W

ESTL

AN

D

RO

AD

INVE

NTO

RY

AR

EA:

Nai

robi

ZON

E: W

estla

ndG

IBB

AFR

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Uni

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Sec

tion

Ave

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type

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rban

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licC

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Cla

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Roa

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me

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umbe

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ngth

unpa

ved)

(H/P

/D/

Rou

teA

BC

Sta

rtE

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tart

End

(km

) (x

.x)

(m)

(x.x

)L/

A/C

)(U

/R)

(B/M

/T)

B/F

/G(a

bcd)

(from

)(to

)(fr

om)

(to)

(P/U

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15. L

ower

Kab

ete

Rd.

2N

CC

171

5R

/R.

Pkl

Lore

. R

g.3.

308.

995.

695.

89P

DU

BB

1715

1716

. Mag

umo

Clo

seN

CC

171

6M

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Crs

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000.

060.

065.

00P

CU

B17

1617

17. M

agum

o C

resc

ent

NC

C 1

717

Kyu

na R

d.K

yuna

Rd.

0.00

0.79

0.79

5.00

PL

UB

1717

1718

. Mak

uba

Lane

NC

C 1

718

Lore

. C

rc.

End

0.00

0.22

0.22

4.20

PC

UB

1718

1719

. Mar

atha

Clo

seN

CC

171

9M

ara.

Rd.

1st

Pkl

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000.

140.

145.

00P

AU

F17

1917

20. M

atun

du L

ane

NC

C 1

720

Bro

. G

r.S

ch.

Ln.

0.00

0.39

0.39

5.60

PA

UB

1720

1721

. Maz

ari R

oad

NC

C 1

721

Wai

. W

ayTr

ee R

d.0.

001.

291.

296.

75P

AU

B17

2117

22. M

bweh

a La

neN

CC

172

2M

uth.

Rd.

Ojij

o R

d.0.

000.

140.

144.

00U

(E)

AU

B17

2217

23. M

ogot

io R

oad

NC

C 1

723

Wai

. W

ayC

hi.

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0.00

0.40

0.40

4.40

PA

UB

1723

"

NC

C 1

723

Wai

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ayC

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0.40

0.66

0.26

4.40

U(E

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UB

1723

1724

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an R

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NC

C 1

724

1st P

kls

2nd

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100.

104.

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AU

B17

2417

25. M

paka

Roa

d (p

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NC

C 1

725

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kls

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o R

d.0.

000.

220.

227.

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LU

F17

2517

26. M

paka

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d (p

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NC

C 1

726

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26

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1726

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172

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455.

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1727

1728

. Mpe

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NC

C 1

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Mut

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0.19

0.19

4.00

U(E

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UB

1728

1729

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nzi L

ane

NC

C 1

729

Mut

h. R

d.M

ogo.

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0.05

0.05

4.00

U(E

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B17

2917

30. M

sapo

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173

0W

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End

0.00

0.18

0.18

4.00

U(E

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UB

1730

1731

. Msa

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ane

NC

C 1

731

Wai

. W

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000.

150.

154.

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CU

B17

3117

32. M

tam

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NC

C 1

732

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Pkl

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h. P

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624.

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UB

1732

1733

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NC

C 1

733

M/P

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110.

115.

30U

(E)

CU

B17

3317

34. M

ua P

ark

Lane

NC

C 1

734

M/P

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36P

CU

B17

3417

35. M

ua P

ark

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173

5S

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Av.

O/K

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d.0.

000.

640.

645.

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AU

B17

3517

36. M

ugug

a G

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NC

C 1

736

Bro

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r.B

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000.

750.

755.

60P

AU

B17

36

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NC

C 1

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r.B

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175.

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AU

B17

3617

37. M

ugug

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173

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000.

190.

196.

90P

AU

B17

3717

38. M

uhug

u R

oad

NC

C 1

738

Pkl

. R

d.Fo

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Rd.

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0.26

0.26

10.6

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LU

B17

3817

39. M

ukin

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CC

173

9M

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Rd.

End

0.00

0.09

0.09

4.80

PC

UB

1739

1740

. Muk

indu

ri R

oad

NC

C 1

740

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0.30

4.70

PL

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1740

1741

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ui R

oad

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C 1

741

M/C

. R

d.M

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0.16

0.16

5.60

PA

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1741

1742

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ati R

oad

NC

C 1

742

Kus

i. R

d.M

asa.

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0.00

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0.10

4.00

PA

UB

1742

"

NC

C 1

742

Kus

i. R

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0.10

0.38

0.28

4.00

U(E

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UB

1742

1743

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NC

C 1

743

Mut

h. R

d.E

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000.

240.

244.

00P

CU

B17

43

(km

) (x

.xx)

Sec

tion

or li

nkS

ectio

n or

link

desc

riptio

nch

aina

ge Pag

e 5

of 8

TAB

LE 4

.3-4

(12)

RO

AD

INVE

NTO

RY

IN W

ESTL

AN

D

RO

AD

INVE

NTO

RY

AR

EA:

Nai

robi

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E: W

estla

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Sec

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type

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Sta

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End

(km

) (x

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(m)

(x.x

)L/

A/C

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(B/M

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B/F

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(to)

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44. M

utha

iga

Cre

scen

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CC

174

4M

uth.

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End

0.00

0.28

0.28

4.70

PC

UB

1744

1745

. Mut

haig

a La

neN

CC

174

5M

uth.

Rd.

End

0.00

0.14

0.14

4.90

PC

UB

1745

1746

. Mut

haig

a R

ise

NC

C 1

746

Mut

h. R

d.E

nd0.

000.

130.

134.

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CU

B17

4617

47. M

utha

iga

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dN

CC

174

7Li

mu.

Rd.

Thik

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741.

746.

65P

DU

BF

1747

1748

. Mut

hith

i Roa

dN

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174

8M

paka

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Mus

e. H

ill0.

001.

551.

555.

40P

LU

MF

1748

1749

. Mut

undu

Clo

seN

CC

174

9M

utu.

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End

0.00

0.09

0.09

4.00

U(E

)C

UB

1749

1750

. Mut

undu

Roa

dN

CC

175

0N

aiva

. R

d.S

ere.

Av.

0.00

0.62

0.62

4.90

PD

UB

1750

1751

. Mw

amba

o R

oad

NC

C 1

751

6th

Pkl

s.Li

mu.

Rd.

0.00

0.30

0.30

5.66

PA

UF

1751

1752

. Mw

anzi

Roa

d (p

t.1)

NC

C 1

752

R/R

. P

klP

epon

i Rd.

0.00

0.41

0.41

4.95

PA

UF

1752

1753

. Mw

anzi

Roa

d (p

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NC

C 1

753

R/R

. P

klP

epon

i Rd.

0.41

0.81

0.40

4.95

U(E

)A

UB

1753

1754

. Mw

eiga

Roa

dN

CC

175

4Lo

re.

Crs

.E

nd0.

000.

450.

454.

57P

CU

B17

5417

55. N

aiva

sha

Ave

nue

NC

C 1

755

Mut

h. R

d.M

utu.

Rd.

0.00

0.65

0.65

4.90

PA

UB

1755

1756

. Nga

o R

oad

NC

C 1

756

Mpa

ka R

d.K

usi.

Rd.

0.00

0.44

0.44

5.44

PA

UB

1756

1757

. Nge

cha

Roa

d (p

t.1)

NC

C 1

757

L/K

. R

d.P

epon

i Rd.

0.00

3.19

3.19

5.68

PA

UF

1757

1758

. Nge

cha

Roa

d (p

t.2)

NC

C 1

758

Pep

oni R

dR

/H.

Rd.

0.00

2.04

2.04

3.30

PA

UB

1758

1759

. Ojij

o La

neN

CC

175

9M

uth.

Rd.

Ojij

o R

d.0.

000.

250.

255.

70P

AU

B17

5917

60. O

jijo

Roa

dN

CC

176

0M

use.

Hill

Wai

. W

ay0.

000.

860.

867.

50P

AU

B17

6017

61. O

ld K

iam

bu R

oad

NC

C 1

761

M/P

. R

d.Fo

rest

Dr.

0.00

0.32

0.32

5.30

PU

F17

61

"

NC

C 1

761

M/P

. R

d.Fo

rest

Dr.

0.32

0.80

0.48

5.30

U(E

)U

B17

6117

62. O

rcha

rd C

lose

NC

C 1

762

Mut

h. R

d.E

nd0.

000.

240.

244.

00P

CU

F17

62

"

NC

C 1

762

Mut

h. R

d.E

nd0.

240.

350.

114.

00U

(E)

CU

B17

6217

63. O

thel

o La

neN

CC

176

3M

uth.

Rd.

End

0.00

0.25

0.25

6.15

PC

UF

1763

1764

. Par

klan

ds R

oad

NC

C 1

764

Mus

e. H

illLi

mu.

Rd.

0.00

2.58

2.58

9.10

PD

UF

1764

1765

. Pep

oni C

lose

NC

C 1

765

Pep

oni R

dE

nd0.

000.

120.

123.

00P

CU

F17

6517

66. P

epon

i Gro

veN

CC

176

6P

epon

i Rd

End

0.00

0.13

0.13

5.50

PC

UF

1766

1767

. Pep

oni R

oad

NC

C 1

767

Nge

. R

d.L/

K.

Rd.

0.00

4.66

4.66

5.75

PA

UF

1767

1768

. Plu

ms

Lane

NC

C 1

768

Mut

h. R

d.O

jijo

Rd.

0.00

0.14

0.14

4.30

PA

UF

1768

1769

. Red

Hill

Roa

d (1

)N

CC

176

9Li

mu.

Rd.

Kar

u. M

kt.

0.00

1.56

1.56

8.35

PL

UB

F17

6917

70. R

ed H

ill R

oad

(2)

NC

C 1

770

Lim

u. R

d.K

aru.

Mkt

.1.

563.

151.

598.

35P

UB

F17

7017

71. R

ing

Roa

d P

arkl

ands

NC

C 1

771

Kab

e. R

d.M

/N.

Rd.

0.00

1.26

1.26

5.30

PP

UF

1771

"N

CC

177

1K

abe.

Rd.

M/N

. R

d.1.

261.

360.

105.

30U

(E)

PU

B17

7117

72. R

ossl

yn C

lose

NC

C 1

772

R/H

. R

d.E

nd0.

000.

250.

253.

50P

CU

F17

7217

73. R

ossl

yn T

ree

Hom

esN

CC

177

3Li

mu.

Rd.

End

0.00

1.91

1.91

4.30

PC

UF

1773

(km

) (x

.xx)

Sec

tion

or li

nkS

ectio

n or

link

desc

riptio

nch

aina

ge Pag

e 6

of 8

TAB

LE 4

.3-4

(12)

RO

AD

INVE

NTO

RY

IN W

ESTL

AN

D

RO

AD

INVE

NTO

RY

AR

EA:

Nai

robi

ZON

E: W

estla

ndG

IBB

AFR

ICA

Uni

que

Sec

tion

Ave

.R

oad

type

Roa

d U

rban

or

Pub

licC

arria

gew

ay

She

et n

o.ro

ad c

ode

or li

nkW

idth

(pav

ed/

Cla

ssR

ural

Tran

spor

tC

ondi

tion

Roa

d na

me

or n

umbe

rle

ngth

unpa

ved)

(H/P

/D/

Rou

teA

BC

Sta

rtE

ndS

tart

End

(km

) (x

.x)

(m)

(x.x

)L/

A/C

)(U

/R)

(B/M

/T)

B/F

/G(a

bcd)

(from

)(to

)(fr

om)

(to)

(P/U

)17

74. R

uaka

Lan

eN

CC

177

4R

ua.

Rd.

Cof

. Fa

c.0.

000.

250.

255.

30P

UF

1774

1775

. Rua

ka D

rive

NC

C 1

775

Rua

. R

d.E

nd0.

000.

530.

535.

30P

CU

F17

7517

76. R

uaka

Gro

veN

CC

177

6R

ua.

Rd.

Run

da D

r.0.

000.

490.

495.

30P

AU

F17

7617

77. R

uaka

Roa

dN

CC

177

7Li

mu.

Rd.

End

(T)

0.00

2.07

2.07

8.20

PC

UB

F17

7717

78. R

unda

Clo

se 'B

'N

CC

177

8R

un.

Rd.

End

0.00

0.54

0.54

5.80

PC

UF

1778

1779

. Run

da D

rive

NC

C 1

779

Rua

. D

r.R

d. N

0.00

1.63

1.63

5.30

PA

UF

1779

1780

. Run

da E

st. R

d. Q

NC

C 1

780

Run

. D

r.E

nd0.

000.

200.

205.

30P

CU

F17

8017

81. R

unda

Gro

ve 'C

'N

CC

178

1R

un.

Rd.

End

0.00

1.80

1.80

7.40

PC

UF

1781

1782

. Run

da R

oad

'A'

NC

C 1

782

Rua

. R

d.E

nd0.

000.

870.

877.

40P

CU

F17

8217

83. S

choo

l Lan

eN

CC

178

3B

rook

. D

r.K

aru.

Rd.

0.00

1.05

1.05

5.40

PA

UF

1783

1784

. Ser

enge

ti A

venu

eN

CC

178

4M

uth.

Rd.

Mut

u. R

d.0.

000.

620.

624.

27P

AU

F17

8417

85. S

ergo

it La

neN

CC

178

5M

uth.

Rd.

End

0.00

0.18

0.18

4.10

PC

UF

1785

1786

. Sha

nzu

Roa

dN

CC

178

6L/

K.

Rd.

End

0.00

0.21

0.21

5.50

PC

UF

1786

"N

CC

178

6L/

K.

Rd.

End

0.21

0.88

0.67

5.50

U(G

)C

UB

1786

1787

. Shi

vach

i Roa

dN

CC

178

7W

ai.

Way

1st

Pkl

s.0.

000.

340.

345.

60P

AU

F17

8717

88. S

ports

Ave

nue

NC

C 1

788

Ojij

o R

d.Ta

ari.

Rd.

0.00

0.37

0.37

4.00

U(E

)A

UB

1788

1789

. Spr

ing

Val

ley

Rid

geN

CC

178

9S

/V.

Rd.

End

0.00

0.20

0.20

5.00

U(G

)C

UB

1789

1790

. Spr

ing

Val

ley

Clo

seN

CC

179

0S

/V.

Rd.

End

0.00

0.12

0.12

4.00

U(G

)C

UB

1790

1791

. Spr

ing

Val

ley

Crs

c.N

CC

179

1S

/V.

Rd

End

0.00

0.32

0.32

5.50

U(E

)C

UB

1791

1792

. Spr

ing

Val

ley

Rd.

NC

C 1

792

Pep

oni R

dL/

K.

Rd.

0.00

2.64

2.64

5.10

PA

UM

B17

9217

93. S

usw

a R

oad

NC

C 1

793

Mpa

ka R

d.K

usi

Ln.

0.00

0.46

0.46

4.00

U(E

)L

UB

1793

1794

. Taa

rifa

Lane

NC

C 1

794

Taar

. R

d.E

nd0.

000.

240.

244.

00U

(E)

CU

B17

9417

95. T

aarif

a R

oad

NC

C 1

795

Wai

. W

ayFo

re.

Rd.

0.00

0.57

0.57

5.50

PU

F17

9517

96. T

ate

Clo

seN

CC

179

6C

ity /

BK

iti.

Rd.

0.00

0.80

0.80

3.00

PD

UF

1796

1797

. Tch

ui C

lose

NC

C 1

797

Tchu

i R

d.E

nd0.

000.

160.

163.

73P

CU

F17

9717

98. T

chui

Roa

dN

CC

179

8S

ere.

Av.

End

0.00

1.03

1.03

5.75

PC

UF

1798

1799

. The

Cre

scen

tN

CC

179

9P

kls.

Rd.

Pkl

s. R

d.0.

000.

520.

524.

40P

AU

F17

9918

00. T

higi

ri C

lose

NC

C 1

800

T/R

. R

d.E

nd0.

000.

470.

474.

45P

CU

F18

0018

01. T

higi

ri G

arde

nN

CC

180

1T/

R.

Rd.

End

0.00

0.46

0.46

4.35

PC

UF

1801

1802

. Thi

giri

Gro

veN

CC

180

2T/

R.

Rd.

End

0.00

0.46

0.46

4.80

PC

UF

1802

1803

. Thi

giri

Lane

NC

C 1

803

T/R

. R

d.K

aru.

For

.0.

000.

460.

464.

80P

AU

F18

0318

04. T

higi

ri R

idge

NC

C 1

804

R/H

. R

d.P

epo.

Rd.

0.00

2.18

2.18

5.35

PD

UF

1804

1805

. Thi

giri

Ris

eN

CC

180

5T/

R.

Rd.

R/H

. R

d.0.

000.

230.

234.

20P

AU

F18

05

Sec

tion

or li

nkS

ectio

n or

link

desc

riptio

nch

aina

ge(k

m)

(x.x

x)

Pag

e 7

of 8

TAB

LE 4

.3-4

(12)

RO

AD

INVE

NTO

RY

IN W

ESTL

AN

D

RO

AD

INVE

NTO

RY

AR

EA:

Nai

robi

ZON

E: W

estla

ndG

IBB

AFR

ICA

Uni

que

Sec

tion

Ave

.R

oad

type

Roa

d U

rban

or

Pub

licC

arria

gew

ay

She

et n

o.ro

ad c

ode

or li

nkW

idth

(pav

ed/

Cla

ssR

ural

Tran

spor

tC

ondi

tion

Roa

d na

me

or n

umbe

rle

ngth

unpa

ved)

(H/P

/D/

Rou

teA

BC

Sta

rtE

ndS

tart

End

(km

) (x

.x)

(m)

(x.x

)L/

A/C

)(U

/R)

(B/M

/T)

B/F

/G(a

bcd)

(from

)(to

)(fr

om)

(to)

(P/U

)18

06. T

higi

ri R

oad

NC

C 1

806

T/R

. R

d.P

epon

i Rd.

0.00

0.20

0.20

4.05

PU

F18

06

"N

CC

180

6T/

R.

Rd.

Pep

oni R

d.0.

201.

020.

824.

05U

(E)

UB

1806

1807

. U.N

. A

ve. (

1)N

CC

180

7Li

mu.

Rd.

End

0.00

1.59

1.59

7.20

PC

UF

1807

1808

. U.N

. A

ve. (

2)N

CC

180

8Li

mu.

Rd.

End

1.59

1.87

0.28

7.20

U(E

)C

UB

1808

1809

. Val

e C

lose

NC

C 1

809

R/R

. P

klE

nd0.

000.

070.

074.

00U

(E)

CU

B18

0918

10. W

aiya

ki W

ayN

CC

181

0L/

K.

Rd.

Fore

. R

d.0.

009.

289.

2813

.00

PH

UB

F18

1018

11. W

ambu

gu C

lose

NC

C 1

811

Wam

. R

d.W

am.

Rd.

0.00

0.14

0.14

5.00

PU

F18

1118

12. W

ambu

gu G

rove

NC

C 1

812

Wam

. R

d.E

nd0.

000.

160.

164.

00U

(E)

CU

B18

1218

13. W

ambu

gu L

ane

NC

C 1

813

Pkl

s. R

d.W

am.

Rd.

0.00

0.15

0.15

6.66

PA

UB

1813

1814

. Wam

bugu

Roa

dN

CC

181

4Li

mu.

Rd.

End

0.00

0.73

0.73

5.53

PC

UF

1814

1815

. Wan

gapa

la R

oad

NC

C 1

815

4th

Pkl

s.T/

G.

Rd.

0.

000.

640.

647.

40P

AU

F18

1518

16. W

estla

nds

Clo

seN

CC

181

6W

est.

Rd.

Cr/W

ays

0.00

0.17

0.17

5.00

PA

UF

1816

1817

. Wes

tland

s R

oad

NC

C 1

817

Mpa

ka R

d.M

use.

Hill

0.00

1.36

1.36

4.00

PD

UM

F18

1718

18. W

oodv

ale

Gro

veN

CC

181

8C

hiro

. R

d.M

paka

Rd.

0.00

0.51

0.51

6.40

PL

UF

1818

1819

. Woo

dval

e La

neN

CC

181

9M

paka

Rd.

R/R

. P

kls.

0.00

0.30

0.30

5.00

PU

F18

19

(km

) (x

.xx)

Sec

tion

or li

nkS

ectio

n or

link

desc

riptio

nch

aina

ge Pag

e 8

of 8

TAB

LE 4

.3-4

(13)

RO

AD

INVE

NTO

RY

IN N

AIR

OB

I

RO

AD

INVE

NTO

RY

AR

EA:

Nai

robi

ZON

E:N

airo

biG

IBB

AFR

ICA

Uni

que

RO

AD

CO

DE

Sec

tion

Ave

.R

oad

type

Roa

d

urba

n or

rura

lP

ublic

Tran

spor

tR

oute

Car

riage

way

S

heet

no.

or li

nkW

idth

(pav

ed/

Cla

ssC

ondi

tion

Roa

d na

me

or n

umbe

rA

BC

{abc

d}le

ngth

unpa

ved)

(H/P

/D/

(U/R

)(B

/M/T

)S

tart

End

Sta

rtE

nd(k

m)

(x.x

)(m

) (x

.x)

L/A

/C)

B/F

/G(fr

om)

(to)

(from

)(to

)(P

/U)

1820

. Shi

mo

la T

ewa

Rd.

NC

C 1

820

Lusa

ka R

d.E

nd0.

000.

310.

313.

30P

CU

F18

2018

21. M

wea

Rd.

NC

C 1

821

Ngi

ri R

d.N

jiwa

Rd.

0.00

0.18

0.18

6.00

PL

UF

1821

1822

. Mas

eno

Rd.

NC

C 1

822

Ngi

ri R

d.N

jiwa

Rd.

0.00

0.17

0.17

5.00

PA

UB

1822

1823

. Ebu

rru

Rd.

NC

C 1

823

Ngi

ri R

d.N

jiwa

Rd.

0.00

0.12

0.12

4.00

PL

UB

1823

1824

. Men

enga

i Rd.

NC

C 1

824

Hos

p R

d.H

osp

Rd.

0.00

0.40

0.40

5.00

PL

UB

1824

1825

. Jab

avu

Lane

NC

C 1

825

Jaba

vu R

d.A

rg. K

od R

d.0.

000.

180.

184.

00P

AU

F18

2518

26. M

fudu

du S

treet

NC

C 1

826

Ole

Sin

Rd.

Eld

o R

d.0.

000.

370.

376.

30P

LU

F18

2618

27. K

ajia

do L

ane

NC

C 1

827

Bah

ati C

RC

Mba

le R

d.0.

000.

320.

324.

30A

UF

1827

1828

. Dam

i Lan

eN

CC

182

8B

ahat

i CR

CM

bale

Rd.

0.00

0.28

0.28

6.30

AU

F18

2818

29. K

iu L

ane

NC

C 1

829

Kaj

iado

Ln.

Kitu

i Ln

0.00

0.11

0.11

6.00

AU

F18

2918

30. U

lu R

oad

NC

C 1

830

Uas

o R

d.R

ukw

a R

d.0.

000.

210.

214.

00A

UF

1830

1831

. Gita

nga

Gro

veN

CC

183

1G

itang

a R

d.E

nd0.

000.

360.

364.

80C

UF

1831

1832

. Mac

haria

Roa

d.N

CC

183

2N

aiv.

Rd.

KA

W R

d. G

0.00

1.65

1.65

6.50

DU

F18

3218

33. J

airo

Ow

ino

Stre

etN

CC

183

3Q

uarr

y R

d.K

iny

St.

0.00

0.28

0.28

6.30

PA

UM

F18

3318

34. M

umia

s S

treet

NC

C 1

834

Kin

y S

t.E

nd0.

000.

180.

186.

30C

UT

B18

3418

35. M

uga

Stre

etN

CC

183

5K

iny

St.

R. C

ours

e R

d.0.

000.

140.

145.

50A

UB

1835

1836

. Hat

heru

Roa

dN

CC

183

6G

itang

a R

d.E

nd0.

000.

850.

853.

80C

UM

B18

3618

37. K

oron

go R

oad

1N

CC

183

7K

or L

n.E

nd0.

000.

170.

173.

20C

UB

1837

1838

. Kor

ongo

CR

CN

CC

183

8K

or R

d.K

or R

d.0.

000.

240.

246.

00A

UB

1838

1839

. Kor

ongo

Clo

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1852

(km

) (x

.xx)

Sec

tion

or li

nkde

scrip

tion

chai

nage

Sec

tion

or li

nk

Nairobi CBD1 Chiromo road Museum hill Waiyaki Way 2 3 62 City Hall way Moi Avenue Uhuru Highway 2 2 43 Haile Selasie Landhies Road Uhuru Highway 2 3 64 Haile Selasie Uhuru Highway Ngong road 2 2 45 Harambee Avenue Moi Avenue Uhuru Highway 2 2 46 Kenyatta Avenue Moi Avenue Posta Road 2 2 47 Kenyatta Avenue Posta Road Uhuru Highway 2 3 68 Kimathi Street Mama Ngina street Tubman road 2 2 49 Koinange street University Way Kenyatta Avenue 2 2 4

10 Landhies Rd Jogoo Road Haile Selasie 2 3 611 Loita Street Kenyatta Avenue Monrovia street 2 2 412 Moi Avenue University Way Haile Selasie 2 2 413 Parliament road Haile Selasie Kenyatta Avenue 2 2 414 Ronald Ngala Moi Avenue River road 2 2 415 Taifa Road City Hall Way Harambee Avenue 2 2 416 Uhuru Highway Museum hill Lusaka road 2 3 617 University Way Uhuru Highway Junction Slip road Junction 2 3 618 University Way Slip road Junction Miundi Mbingu 2 2 419 Racecourse Road Haile Selasie Waruingi street 2 2 4

Surrounding Areas including Urbanised Area20 Enterprise road Lusaka road Funzi road 2 2 421 Forest Road Limuru road Muranga road 2 3 622 Jogoo Road Landhies Road Likoni Road Junction 2 3 623 Jogoo Road Likoni Road Junction Outer Ring road 2 2 424 Juja road Ring road Ngara Muratina street 2 2 425 Langata Road Uhuru Highway Junction Kungu Karumba Junction 2 2 426 Lusaka Road Jogoo Road Enterprise road 2 3 627 Mbagathi way Langata road Ngong road 2 3 628 Mombasa Road Lusaka road JKIA 2 2 429 Muranga road Moi Avenue Ring road Ngara 2 2 430 Muranga road Ring road Ngara Thika road 2 3 631 Ngara road Museum hill Racecourse Road 2 2 432 Ngong road(town bound) Third Ngong Avenue Fifth Ngong Avenue 1 3 333 Ring Road Pumwani Racecourse Road Landhies Road 2 3 634 Thika road Muranga road Metro Boundary 2 2 435 Valley Road Milimani Road Argwings Kodhek 2 2 436 Waiyaki Way Ring Road Westlands Metro Boundary 2 3 6

TABLE 4.3-5 INVENTORY OF MULTIPLE LANE ROAD IN NAIROBI

Road NameTotal No. of

LanesStart point End pointNo. of

CarriagewaysNo. of Lanes/carriageway

TABLE 4.3-6 BRIDGE INVENTORY IN STUDY AREA

STR

UC

NU

M

DIS

TRIC

T

RO

AD

NU

M

SEC

TNU

M

MA

TER

IAL

CR

OSS

TYPE

LEN

GTH

WID

TH

NU

MSP

AN

S

HO

RIZ

CLE

AR VE

RTC

LEA

R

APP

RO

AC

HSU

RFT

YPE

APP

RO

AC

HSU

RFC

ON

D

REM

AR

KS

519 Kajiado A104 1 Masonry Waterway 24.2 8.3 5 8.3 0 Surface Dressing Fair523 Kajiado D523 1 PreStrs Concrete Waterway 16.0 7.8 1 7.2 5 Surface Dressing Poor524 Kajiado D523 1 PreStrs Concrete Waterway 30.8 7.8 2 7.2 4.7 Surface Dressing Poor525 Kajiado D523 1 PreStrs Concrete Waterway 11.0 8.0 1 7.1 3.9 Surface Dressing Poor526 Kajiado D523 1 PreStrs Concrete Waterway 13.4 7.8 1 7.1 4.4 Surface Dressing Poor515 Kajiado E1493 1 PreStrs Concrete Waterway 10.0 4.0 2 4.05 3 Gravel Fair516 Kajiado E1495 1 PreStrs Concrete Waterway 12.9 7.8 1 7.8 2.9 Gravel Fair517 Kajiado E1495 1 Bailey Waterway 21.8 3.4 1 3.7 4.6 Gravel Poor440 Kiambu A104 1 PreStrs Concrete Pedestrian 4.0 20.0 1 7.5 2.7 Premix 435 Kiambu A104 1 PreStrs Concrete Railway 35.3 20.0 1 7.5 5.8 Premix 436 Kiambu A104 1 PreStrs Concrete Road 5.0 20.0 1 7.5 5.5 Premix 437 Kiambu A104 1 PreStrs Concrete Road 34.3 20.0 1 7.5 5.5 Premix 439 Kiambu A104 1 PreStrs Concrete Pedestrian 4.0 20.0 1 7.5 2.7 Premix 441 Kiambu A104 1 PreStrs Concrete Road 34.3 20.0 1 7.5 5.5 Premix 442 Kiambu A104 1 PreStrs Concrete Pedestrian 25.0 3.0 1 8.5 5.8 Premix 438 Kiambu A104 1 PreStrs Concrete Pedestrian 4.0 20.0 1 7.5 3.7 Premix 432 Kiambu A104 2 PreStrs Concrete Road 40.0 11.6 1 11.1 4.5 Premix 424 Kiambu A104 2 PreStrs Concrete Road 25.0 4.8 1 12 2.7 Premix 425 Kiambu A104 2 PreStrs Concrete Pedestrian 25.0 2.5 1 10 5.5 Premix 426 Kiambu A104 2 PreStrs Concrete Road 34.3 16.6 1 7.5 3.4 Premix 427 Kiambu A104 2 PreStrs Concrete Pedestrian 4.0 20.0 1 9.7 2.7 Premix 428 Kiambu A104 2 PreStrs Concrete Railway 46.0 20.0 1 7.6 5.1 Premix 429 Kiambu A104 2 PreStrs Concrete Road 33.9 20.0 1 14 5.5 Premix 431 Kiambu A104 2 PreStrs Concrete Road 4.0 20.0 1 7.5 5.5 Premix 430 Kiambu A104 2 PreStrs Concrete Road 34.3 20.0 1 7.5 5.5 Premix 450 Kiambu A104 3 PreStrs Concrete Road 4.0 7.0 1 11.5 2.7 Premix 451 Kiambu A104 3 PreStrs Concrete Road 4.0 12.0 1 11.5 2.7 Premix 392 Kiambu C63 1 Steel Railway 13.6 5.0 1 7.1 5.7 Surface Dressing 390 Kiambu C63 1 Steel Railway 8.2 10.2 1 9.2 5.4 Surface Dressing 391 Kiambu C63 1 PreStrs Concrete Road 20.5 4.0 4 14.1 5.8 Surface Dressing 457 Kiambu C63 2 PreStrs Concrete Road 34.3 20.0 1 7.5 5.5 Surface Dressing 456 Kiambu C63 3 Masonry Waterway 9.3 6.2 1 6.2 5.7 Surface Dressing 458 Kiambu C63 4 PreStrs Concrete Waterway 9.3 8.5 1 7.9 2 Surface Dressing 394 Kiambu C64 1 Steel Waterway 8.5 7.9 1 7.2 3.5 Premix 405 Kiambu D403 1 PreStrs Concrete Waterway 7.3 6.7 1 6.1 2 Surface Dressing 399 Kiambu D404 1 Steel Waterway 8.1 8.1 1 8.1 2 Surface Dressing 406 Kiambu D407 1 Steel Railway 9.3 4.1 1 8.8 4 Premix 407 Kiambu D407 1 Steel Waterway 9.0 8.2 1 7.8 4 Premix 408 Kiambu D407 2 Steel Waterway 7.6 7.6 1 7.1 2.5 Premix 414 Kiambu D408 1 Steel Waterway 5.5 6.8 1 6.2 2.8 Surface Dressing 393 Kiambu D409 2 PreStrs Concrete Pedestrian 28.5 4.5 2 14 5.7 Surface Dressing 460 Kiambu D409 2 PreStrs Concrete Road 41.2 9.2 3 8.1 5.6 Surface Dressing 409 Kiambu D410 1 Masonry Railway 9.6 5.6 1 7.3 3 Gravel 434 Kiambu D410 1 PreStrs Concrete Road 5.0 20.0 1 7.5 5.5 Surface Dressing 411 Kiambu E426 1 PreStrs Concrete Waterway 4.7 3.6 1 3.1 1.1 Surface Dressing 314 Machakos A104 1 0.0 0.0 5 0 0 Premix Good313 Machakos A104 1 0.0 0.0 3 0 0 Premix Good284 Machakos A109 1 0.0 0.0 0 0 0 Premix Good286 Machakos A109 1 0.0 0.0 0 0 0 Premix Good285 Machakos A109 1 0.0 0.0 0 0 0 Premix Good272 Machakos A109 2 0.0 0.0 7 0 0 Premix Fair271 Machakos A109 2 0.0 0.0 3 0 0 Premix Fair275 Machakos A109 2 0.0 0.0 0 0 0 Premix Fair274 Machakos A109 2 0.0 0.0 0 0 0 Premix Fair273 Machakos A109 2 0.0 0.0 0 0 0 Premix Fair287 Machakos C98 1 0.0 0.0 0 0 0 Premix Good288 Machakos C98 1 0.0 0.0 0 0 0 Premix Good292 Machakos D520 1 0.0 0.0 0 0 0 Gravel Poor295 Machakos D521 1 0.0 0.0 0 0 0 Gravel Poor293 Machakos D521 1 0.0 0.0 9 0 0 Gravel Poor294 Machakos D521 1 0.0 0.0 0 0 0 Gravel Poor

1 of 2

TABLE 4.3-6 BRIDGE INVENTORY IN STUDY AREA

STR

UC

NU

M

DIS

TRIC

T

RO

AD

NU

M

SEC

TNU

M

MA

TER

IAL

CR

OSS

TYPE

LEN

GTH

WID

TH

NU

MSP

AN

S

HO

RIZ

CLE

AR VE

RTC

LEA

R

APP

RO

AC

HSU

RFT

YPE

APP

RO

AC

HSU

RFC

ON

D

REM

AR

KS

297 Machakos D521 1 0.0 0.0 0 0 0 Gravel Poor296 Machakos D521 1 0.0 0.0 0 0 0 Gravel Fair291 Machakos E483 1 0.0 0.0 2 0 0 Gravel Good

1877 Thika A2 1 PreStrs Concrete Railway 19.6 10.2 3 9.6 5.5 Premix Fair1844 Thika A2 1 PreStrs Concrete Pedestrian 45.6 2.4 2 2.2 6.2 Premix Fair1837 Thika A2 1 PreStrs Concrete Railway 29.0 9.9 3 9.9 5.3 Premix Good1876 Thika A2 1 Steel Waterway 11.6 10.3 2 10 5.3 Premix Fair1889 Thika A2 2 PreStrs Concrete Road 4.0 19.8 1 9 2.1 Premix Fair1886 Thika A2 2 PreStrs Concrete Waterway 10.3 8.0 1 8 4 Premix Fair1888 Thika A2 2 Steel Waterway 23.4 20.0 1 9.6 3.5 Premix Fair1890 Thika A2 2 PreStrs Concrete Railway 30.9 19.2 1 8.9 6.6 Premix Fair1891 Thika A2 2 PreStrs Concrete Railway 19.2 19.0 1 8.8 6.2 Premix Fair1887 Thika A2 2 PreStrs Concrete Railway 9.5 18.4 1 8.6 6.8 Premix Fair1846 Thika A2 3 PreStrs Concrete Waterway 31.7 19.4 1 9.5 5.1 Premix Excellent1893 Thika A2 3 PreStrs Concrete Waterway 17.5 18.4 1 8.9 4.5 Premix Fair1894 Thika A3 2 PreStrs Concrete Road 53.0 9.2 4 8.2 5.7 Premix Good1828 Thika C63 1 PreStrs Concrete Waterway 8.4 7.5 1 7.5 3.5 Surface Dressing Poor1879 Thika C63 3 PreStrs Concrete Waterway 40.7 9.1 2 8.3 4.7 Premix Good1878 Thika C63 3 PreStrs Concrete Road 104.0 9.2 4 8.4 5.7 Premix Good1861 Thika C65 1 Steel Waterway 9.2 8.5 1 8.5 2 Surface Dressing Good1892 Thika C67 3 PreStrs Concrete Road 29.5 9.7 1 9 5.5 Premix Fair1830 Thika D398 2 PreStrs Concrete Waterway 7.8 7.4 1 7.4 3.2 Surface Dressing Fair1829 Thika D399 1 Steel Waterway 9.6 4.5 1 4.5 5 Gravel Fair1859 Thika D399 2 PreStrs Concrete Waterway 15.9 7.6 1 7.6 3 Surface Dressing Fair1880 Thika D424 1 Steel Waterway 30.0 5.4 3 5.4 3.9 Gravel Fair1883 Thika D521 1 Steel Waterway 92.7 4.9 9 4.9 4 Gravel Fair1882 Thika D521 1 Steel Waterway 8.0 4.9 1 4.9 3.9 Gravel Fair1884 Thika D521 2 Steel Waterway 8.1 5.3 1 5.3 1.8 Gravel Fair1847 Thika E1535 1 PreStrs Concrete Road 32.5 12.2 2 11 5.8 Premix Good1838 Thika E1535 1 Bailey Waterway 18.4 3.9 1 3.85 3.8 Gravel Poor1868 Thika E1591 1 Bailey Waterway 30.0 3.2 2 3.2 2.9 Earth Fair1848 Thika E1598 1 PreStrs Concrete Waterway 37.5 8.8 3 8.8 5.3 Surface Dressing Poor1840 Thika E503 1 Steel Waterway 18.0 4.3 2 4.3 3.7 Gravel Fair

2 of 2

TAB

LE 4

.3-7

SU

MM

AR

Y O

F B

RID

GE

INV

EN

TOR

Y IN

NA

IRO

BI C

ITY

Shee

tN

o.x

yLH

SR

HS

1P

epon

iM

atha

re98

6169

225

5363

Con

cret

e6.

01

10.4

fair

fair

poor

poor

2Jo

goo

Rai

lway

9856

626

2644

82S

teel

21.4

124

.6fa

irfa

irgo

odgo

od3

Jogo

oFo

otbr

idge

9857

039

2600

40S

teel

34.5

21.

85fa

irfa

irN

/AN

/A4

Jogo

oFo

otbr

idge

9856

604

2620

88S

teel

26.8

21.

85fa

irfa

irN

/AN

/A5

Out

er ri

ng

Rai

lway

9859

058

2643

12C

oncr

ete

30.4

38.

9fa

irfa

irfa

irfa

ir6

Out

er ri

ng

Ngo

ng R

iver

Brid

ge98

5552

326

5141

Con

cret

e39

.54

9.4

bad

bad

poor

/nar

row

poor

/nar

row

7O

uter

ring

M

atha

re ri

ver

9861

795

2639

04C

oncr

ete

29.4

39.

3ve

ry b

adve

ry b

adba

dba

d8

Out

er ri

ng

Nai

robi

Rvr

9860

161

2640

38C

oncr

ete

30.4

39.

3ba

dba

dse

ttlin

gse

ttlin

g9

Kom

aroc

kS

tream

nr S

wam

p98

6101

226

6313

Box

Cul

vert

10.5

1-ce

ll7

fair

fair

good

good

10K

omar

ock

Nai

robi

Rvr

9860

419

2643

84C

oncr

ete

20.7

111

.5fa

irfa

irgo

odgo

od11

Juja

Roa

dS

ch. F

t brd

9859

515

2593

64S

teel

27.2

227

.2fa

irfa

irN

/AN

/A12

Lim

uru

Roa

dR

iver

9859

799

2576

56B

ox C

ulve

rt17

.82-

cell

9.3

fair

fair

bad

bad

13Th

ika

Rd

Nai

robi

Rvr

9860

268

2595

20C

oncr

ete

18.4

126

.5fa

irfa

irfa

irfa

ir14

Rac

e co

urse

rdN

airo

bi R

vr98

5827

525

8783

Con

cret

e19

.21

24.3

bad

bad

fair

fair

15P

umw

ani R

dN

airo

bi R

vr98

5782

625

9217

Con

cret

e8.

31

14.5

bad

bad

bad

bad

16La

mu

Rd

Nai

robi

Rvr

9851

642

2601

51C

oncr

ete

9.0

112

bad

fair

bad

bad

17Fi

rst A

ve. E

astle

igh

Nai

robi

Rvr

9857

383

2610

04C

oncr

ete

14.6

311

.5ba

dfa

irba

dba

d18

Mtu

dadu

Ave

.N

airo

bi R

vr98

5794

726

2023

Con

cret

e17

.51

10fa

irfa

irba

dba

d19

Mba

gath

iFo

otbr

idge

9854

943

2558

71C

oncr

ete

34.8

32.

6fa

irfa

irN

/AN

/A20

Mba

gath

iN

airo

bi R

vr98

5456

125

6270

Con

cret

e24

.82

8.5

bad

bad

bad

bad

21R

ing

road

Pum

wan

iN

airo

bi R

vr98

5815

325

8903

Con

cret

e13

.31

22.4

bad

bad

good

good

22La

ngat

a R

dB

ox c

ulve

rt98

5203

325

2328

Box

Cul

vert

15.5

110

.8ba

dba

dP

oor

Poo

r23

Mom

basa

Rd/

Uhu

ru H

ighw

ayFo

otbr

idge

9855

594

2581

80C

oncr

ete

32.0

52

3go

odgo

odN

/AN

/A24

Uhu

ru H

ighw

ay/M

sa R

dFo

otbr

idge

9856

733

2576

43C

oncr

ete

22.4

23

fair

fair

N/A

N/A

25W

aiya

ki W

ayO

verp

ass

9859

030

2565

47C

oncr

ete

14.0

51

18.5

fair

fair

good

good

26M

uran

ga/T

hika

Rd

Nai

robi

Rvr

RH

S98

5854

025

7619

Con

cret

e18

.73

17.7

fair

fair

good

good

27M

useu

m H

ill R

dN

airo

bi R

vr R

HS

9859

028

2566

05C

oncr

ete

14.0

51

10.9

Fair

Fair

good

good

28La

ngat

a R

dN

gong

Riv

er F

tBrd

ge98

5493

925

7088

Con

cret

e11

.51

4fa

irfa

irgo

odgo

od29

Lang

ata

Rd

Ngo

ng R

iver

(LH

S)

9854

940

9570

81C

oncr

ete

12.0

210

.9fa

irfa

irgo

odgo

od30

Lang

ata

Rd

Ngo

ng R

iver

(RH

S)

9854

948

2570

70C

oncr

ete

12.0

210

fair

fair

good

good

31La

ngat

a R

dFo

otbr

idge

(Ped

estri

ann)

9855

359

2573

53C

oncr

ete

27.1

23

good

good

N/A

N/A

32Li

mur

u R

oad

Gita

thur

u R

iver

9862

057

2569

11C

oncr

ete

12.0

17

fair

fair

poor

poor

33Li

mur

u R

oad

Mat

hare

rive

r98

6133

725

7581

Box

Cul

vert

10.0

arch

7fa

irfa

irfa

irfa

ir34

Ngo

ng R

dbo

x cu

lver

t98

5338

2432

59B

ox C

ulve

rt8.

01

5ba

dba

dba

dba

d35

Thik

a R

dco

nc. d

eck/

stee

l bea

m98

6081

926

0884

Con

cret

e15

.01

7fa

irfa

irgo

odgo

od36

Mur

anga

/Thi

ka R

dN

airo

bi ri

ver b

ridge

9858

629

2575

15C

oncr

ete

15.0

111

fair

fair

pave

dpa

ved

37Lo

wer

Kab

ete

Rd

Mat

hare

rive

r98

6202

525

2800

Con

cret

e9.

01

5fa

irfa

irTo

o N

arro

wTo

o N

arro

w

Brid

ew

idth

Supe

rst

ruct

Con

ditio

n of

App

roac

hG

PS R

eadi

ngTy

peSu

bst

ruct

Nam

e of

Roa

dB

ridge

nam

eLe

ngth

No.

of

Span

s

Nai

robi

Are

a

TAB

LE 4

.3-8

MA

JOR

CU

LVE

RT

INV

EN

TOR

Y IN

NA

IRO

BI C

ITY

Nam

e of

Roa

dB

ridge

nam

eN

o.N

EH

LHS

1P

epon

iC

utat

huru

Rvr

9861

692

2553

6317

12P

ipe

14.0

--

fair

fair

-2

Pep

oni

Mut

undu

Rvr

9862

785

2543

4117

12P

ipe

10.8

--

fair

fair

-3

Pep

oni

Can

uliz

ed R

vr98

6096

125

5419

1710

Mul

ti-pi

pe10

.2-

-fa

irfa

ir-

4N

gech

aTh

igiri

Rvr

9863

887

2530

0717

30P

ipe

16.6

--

fair

fair

-5

Thig

iri ri

dge

Thig

iri R

vr98

6353

525

4552

1727

Pip

e7.

0-

-fa

irfa

ir-

6Th

igiri

ridg

e M

utun

du R

vr98

6246

825

4361

1700

Pip

e6.

7-

-fa

irfa

ir-

7Lo

wer

Kab

ete

Can

alis

ed R

vr98

6112

425

4908

1718

Pip

e20

.8-

-fa

irfa

ir-

8K

yuna

Cre

sent

Can

alis

ed R

vr98

6140

025

1789

1755

Box

Cul

vert

17.0

--

fair

fair

-9

Nge

cha

Cut

athu

ru R

vr98

6301

025

0840

1759

Pip

e14

.7-

-fa

irfa

ir-

10N

gech

aM

utun

du R

vr98

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1756

Box

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fair

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C/w

ayw

idth

Supe

rst

ruct

Sub

stru

ctC

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tioTy

peLe

ngth

No.

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Span

sG

PS R

eadi

ngN

airo

bi A

rea

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t

APPENDIX 5

PUBLIC TRANSPORT

Page 5.1 PUBLIC TRANSPORT MODES A5-1 5.2 MODE INTERCHANGE AREA A5-8



APPENDIX 5 PUBLIC TRANSPORT

5.1 PUBLIC TRANSPORT MODES

5.1.1 Bus and Matatu

(1) History Kenya Bus Service (KBS) started operations in 1934 as a subsidiary of Overseas Motor Transport Company Ltd. of London (OMT). Thirteen buses on 12 routes served the Nairobi population, which then amounted to 50,000 and carried 660,000 passengers during the first year. In 1951 the company was taken over by United Transport Overseas Ltd. (UTO) and in 1966 the Nairobi City Council acquired 25% of the company’s shares. In the late 1980s the policy decision of UTO to discontinue operations created a crisis. This was solved when Stagecoach Ltd. of Scotland took over UTO’s shares in 1992 and the company was renamed Stagecoach Kenya Bus. The latest change was in 1998, when Stagecoach sold the company to a group of Kenyan investors, who changed the company’s name back to Kenya Bus Service (KBS). Matatu was originally started in 1960s as illegal public transport by private undertaking. When the matatu system was legalized in 1973, the establishment of new routes was in principle freely done. Government policy was that it would assist small, hard-working enterprise to make a living beside the big business represented by a dominant bus company. Soon, however, syndicates emerged, not to operate matatu but to profit from those who did. Today, most matatu routes are controlled by loosely composed “associations” who act as self-appointed “owners” of the route. The vehicles themselves are owned by individual investors, normally not drivers. Table 5.1-1 shows brief history of public transport in Nairobi.

TABLE 5.1-1 BRIEF HISTORY OF PUBLIC TRANSPORT IN NAIROBI

Year Description 1934

Kenya Bus Service (KBS) initiated as a subsidiary of Overseas Motor Transport Company Ltd. Of London (OMT).

1951 KBS taken over by United Transport Overseas Ltd. Of London (UTO). 1960s Matatus operated illegally as pirates. 1966 25% of KBS shares acquired by Nairobi City Council. 1973 Matatus legalized. Market share insignificant. 1982 Matatus Vehicle Owners Association formed. 1986 Limited commuter rail service started. 1988 National Youth Service (NYS) starts bus operations 1989 Matatus Vehicle Owners Association dissolved. 1992

Establishment of Nyayo Bus Service Corporation (NBSC). UTO shares in KBS taken over by Stagecoach of Scotland.

1995 Stagecoach Kenya Bus formed. 1997 Liquidation of Nyayo Bus Service Corporation 1998 Stagecoach KBS market share down to 50%. Stagecoach KBS fare increase and staff reduction.

Stagecoach KBS sold the company to a group of Kenyan investors. Company’s name changed back to Kenya Bus Service (KBS)



Source: Nairobi Long Term Transport Study

(2) Operational Characteristics (and Fares) There are 175 routes (50 bus routes and 125 matatu routes) and a fleet of 12,376 buses and matatus. Of this fleet number, approximately 12,000 are matatus and 78% of them are small, 14-seater matatus, which are main contributors of the traffic congestion in Nairobi. Total daily passengers of bus and matatu are approximately 830,000. KBS is a private company that had some 266 large buses (61 seated passengers) on fixed routes and time tables in 2003. Most routes they operate on are radial, passing through the city center. This reduces the need for passenger transfers and provides a competitive advantage over the matatus, which are permitted only to enter the city center along main peripheral roads. KBS split the companies into two: KBS and Bus Truck Company. KBS now offers two services: Express service (new buses) which is for inter city transport, mainly to Western Kenya; and the Metro Shuttle minibus that serves the high/medium income levels in Nairobi. The Bus Truck Company offers city transport, and is now the main competitor with matatus. (See Photo 5.1-1) Matatu mostly operates on the same routes as Kenya Bus Service, but without timetables. They are of two main types: the 14- and 25-seater vehicles. On some routes such as north-south routes, they compete among themselves. (See Photo 5.1-2) There is no fixed fare system for the matatu. Matatu fares depend on the time of the day and the weather conditions. The fares were higher during peak hours, late at night and during bad weathers until a few years ago. Nowadays, the fare sometimes is lower during peak hours due to the many competitors to the matatu business. But fares are still high late at night and during bad weathers. Matatu largely ignores official bus stops especially in peak hours. They depart from the terminal only when fully occupied and generally drive non-stop to the final destination. In off-peak periods, drivers try to pick up as many passengers as possible on the way, which leads to erratic driving and stopping behavior. During congested periods, traffic rules are often ignored (e.g. they use the road shoulders or lanes for opposing traffic to by-pass traffic jams).



PHOTO 5.1-1 BUS TRACK AND METRO SHUTTLE AT CITY HALL WAY BUS STOP

PHOTO 5.1-2 BIG AND SMALL MATATUS ALONG HAILE SELASSIE AVE.



PHOTO 5.1-3 TUK TUK WAITING PASSENGERS AT KENYATTA AVE./KIMATHI LANE

PHOTO 5.1-4 CYCLE TAXI IN THIKA



PHOTO 5.1-5 FIVE-THIRTY COMMUTER TRAIN BOUND FOR THIKA

PHOTO 5.1-6 DANDORA STATION



FIGURE 5.1-7 COMMUTER PASSENGER TREND

FIGURE 5.1-8 COMMUTER PASSENGER BY LINE

0

100000

200000

300000

400000

500000

600000

700000

800000

900000

1000000

Jul Aug sep oct nov dec jan feb mar apr may june

month

no. o

f pa

ssen

gers

2002/032003/04

NRB-KIKUYU(60,686) 12%

NRB-EMBAKASI(67,535), 14%

NRB-THIKA(204,484), 41%

NRB-KAHAWA(167,250), 33%



5.1.2 Air Transport

The trends of annual air passengers and air freight of Nairobi International Airport from 1997 to 2002 are shown in Figures 5.1-9 and Table 5.1-2. Air passengers and air freight in 2002 reached approximately 3 million and 170 tons, respectively. Annual growth rates of air passengers and air freight are 3.7% and 17.0%, respectively. The trend of air freight is more remarkable than that of air passenger.

FIGURE 5.1-9 AIR PASSENGER TREND

TABLE 5.1-2 TREND OF AIR PASSENGER AND AIR FREIGHT

(Unit: passengers - 000 No.)

1997 1998 1999 2000 2001 2002Arrivals 1275 1087 1248 1376 1383 1458Departures 1022 1051 1205 1358 1399 1472In transit 254 211 215 211 187 127Total 2551 2350 2668 2945 2968 3057

(Unit: 000 tonnes)

1997 1998 1999 2000 2001 2002Cargo: Unloaded 28521 39538 31183 37918 40161 45419 Loaded 47169 76747 94369 101702 98986 123385Mail: Unloaded 1108 911 734 728 292 96 Loaded 435 479 335 296 173 109Total 77232 117674 126621 140643 139612 169009

0

500

1000

1500

2000

2500

3000

3500

1997 1998 1999 2000 2001 2002Year

No.

of

pass

ange

rs (

000)

DeparturesArrivals

`



5.2 MODE INTERCHANGE AREA

One of the disadvantages of public transport modes is the transfer to other modes. The transfer, which generates at mode interchange areas such as railway stations and bus terminals, force such inconvenience as waiting time and walking between modes; therefore, one of the most important issues to improve the public transport system is the development of smooth transfer at mode interchange areas.

Nairobi Railway Station and Bus Truck terminal in the city center are the typical mode interchange areas in the Nairobi Metropolitan Area (See Photo 5.2-1).

The Nairobi Railway Station is the central railway station in the capital of Kenya and there is enough space for the station plaza. However, the station plaza is occupied only as matatus terminal. It is not effectively used as a mode interchange area.

The Bus Truck terminal in the city center is well developed as a mode interchange area; however, heavy traffic congestion is observed at the terminal’s narrow entrance and exit points. There are also many matatu terminals around this terminal (See Photo 5.2-1). The location of the five studied town is shown in Photo 5.2-2.

PHOTO 5.2-1 NAIROBI RAILWAY STATION



PHOTO 5.2-2 LOCATION OF STUDIED FIVE TOWNS

Limuru

Ngong Kangundo

Athi River

APPENDIX 6

TRAFFIC MANAGEMENT

Page 6.1 TRAFFIC MANAGEMENT ADMINISTRATION A6-1 6.2 TRAFFIC SAFETY ANALYSIS REGULATION A6-2



APPENDIX 6 TRAFFIC MANAGEMENT

6.1 TRAFFIC MANAGEMENT ADMINISTRATION

It is important to maintain the urban environment by improving urban transport. However, to keep the smooth traffic flow by optimizing the use of the road infrastructure in the city centre of Nairobi is difficult due to the increasing volume of traffic and limited expansion of transport infrastructure. The most effective measures to cope with this situation are traffic management, such as traffic signal control and car parking policies. Table 6.1-1 shows the matrix between the types of traffic management and related administrations. For example, the traffic safety education involves many agencies and organizations. However, the actual activities such as traffic safety campaign are being done individually. If these campaigns are conducted based on the comprehensive programme, it will create a much greater impact to the public. And it is obvious that the role of the local governments is wide in terms of the traffic management.

TABLE 6.1-1 TRAFFIC MANAGEMENT ADMINISTRATION

Nairobi City Other Towns Nairobi City Other Towns

Note

1. Private Stakeholders: Public Transport Operators, Business Associations and Private Sectors, etc.

2. △: Contribute to the process but not responsible in regulation and implementation

3. Road Traffic Safety includes Traffic Accident Data Collection & Processing and Traffic Safety Campaign & Education

4. KERSA: Kenya Private Sector Advocacy Group

Traffic Police

○ ○ ○

Ministry ofEducation,Science &

Technology

○

○

○ ○

○ ○

○ ○ ○ ○

○ △

△

○

○

PrivateStakeholders

(KERSA)

△

△

△

Road Traffic Safety

○

○

○

○ ○ ○

○

○

Items

Traffic Signals

Traffic ManagementSystem such as One-

way System

Car Parking Control

Traffic ManagementPolicy

Traffic Signage

Road Marking

Traffic Laws andRegulations ○

Ministry ofRoads &

Public Works

○

○

○

Ministry ofTransport

CouncilMinistry of

Health

○

Traffic Signal



6.2 TRAFFIC SAFETY ANALYSIS REGULATION

Figure 6.2-7 shows the comparison of number of accidents before (2003) and after (2004) matatu regulation started in February 2004. The comparison period is five months from February to June in 2003 and 2004; the graph on the left shows the nationwide figures and the one on the right shows the figures for Nairobi. These graphs show that traffic accidents in whole of Kenya drastically decreased; on the other hand, traffic accidents in Nairobi did not much changed. This could mean that the maximum driving speed regulation of 80 km/hr has more effect to the intercity routes. Figure 6.2-3 shows the vehicle involvement before and after matatu regulation in Nairobi. The number of matatu-involving accidents decreased because of the matatu regulation; however, the number of accidents involving private cars increased. This shows that it is necessary to introduce more drastic traffic safety measures into Nairobi.

PHOTO 6.2-1 MUINDI MBINGU ST.



FIGURE 6.2-2 COMPARISON OF NUMBER OF ACCIDENTS BEFORE (2003) AND AFTER (2004) MATATU REGULATION

FIGURE 6.2-3 COMPARISON OF VEHICLE TYPES INVOLVED IN ACCIDENTS BEFORE (2003) AND AFTER (2004) MATATU REGULATION IN NAIROBI

KENYA

1,481

5,586

0

1,000

2,000

3,000

4,000

5,000

6,000

FEB to June 2003 FEB to June 2004

Period

No

. of

acci

dent

sNAIROBI

1,799 1,712

0

1,000

2,000

3,000

4,000

5,000

6,000

FEB to June 2003 FEB to June 2004

Period

No

. of

acci

dent

s

0

100

200

300

400

500

600

700

Cars Lorries Buses Taxis Matatu M/cycle Persons Others

Vehicle type

No. o

f ac

ciden

ts

2003

2004

APPENDIX 7

ORGANIZATION

Page 7.1 INSTITUTIONAL STRUCTURE AND FUNCTIONS A7-1 7.2 ROAD SECTOR ADMINISTRATION A7-1 7.3 PUBLIC TRANSPORT ADMINISTRATION A7-14



APPENDIX 7 ORGANIZATION

7.1 INSTITUTIONAL STRUCTURE AND FUNCTIONS

FIGURE 7.1-1 RELATIONSHIP OF MAIN PLAYERS AND FLOWS OF MAJOR FUNDS IN ROAD SECTOR

7.2 ROAD SECTOR ADMINISTRATION

7.2.1 The Ministry of Road and Public Works (MRPW) and the Roads Department (RD)

(1) MRPW In March 2004, MRPW succeeded the road sector responsibilities as the key central government agency for road maintenance, rehabilitation and construction of national trunk roads after the governmental restructuring. MRPW is in nature a governmental road engineering implementing agency. Currently, MRPW consists of two systems: one is the service supporting system under the Central Services Departments and the other is road business system mainly under RD with the Mechanical and Transport Department (MTD).

The Minister

UDD(KRB Sub-Agency)

Class A, B, CDevelopment MaintenancePlan Impl. Plan Impl.

Class D, EDevelopment MaintenancePlan Impl. Plan Impl.

Class G,L,R,S,T,WDevelopment MaintenancePlan Impl. Plan Impl.

Adopted Urban RoadsDevelopment MaintenancePlan Impl. Plan Impl.

Unclassified Rural RoadsDevelopment MaintenancePlan Impl. Plan Impl.

Unclassified NetworksDevelopment MaintenancePlan Impl. Plan Impl.

RD(KRB Agency)

71 DRCs(KRB Agency)

NCC/ 4 Large Municipalities(KRB Sub-Agency/Agency )

No-Adopted Urban Roads Development MaintenancePlan Impl. Plan Impl.

KWS(KRB Agency)

FD

KRB

MOLG

MRPW

MENR

Coordination/ Advisory

Planning/ Resource Allocation KRB Sub-Agency Relation

RMLF Fund FlowLATF & Other Fund FlowMRPW Development Fund Flow

Service Provision of Unclassified Networks Administrative Lines

Roads

35 Municipalities &67 Town Councils

(KRB Agency)

71 DREs underRD



RD is the largest department in MRPW which accounts for approximately 80% of the total turnover of the Ministry. MTD, with 294 staff, mainly provides maintenance plant and equipment through its organizational system in provinces and districts: the Provincial Mechanical Engineer and District Mechanical Engineer are in charge of workshop and of maintenance of all the plant and equipment at the provincial and district levels. The level of services seems very poor in terms of both the availability and utilization of equipment. Currently the MRPW is carrying out an institutional reform programme including the reform of MTD.

The main responsibilities and core businesses of the road business system are as following: • Ensure cost effective designs for roads, bridge, airports, aerodromes and other civil

engineering structures; • Ensure quality control during construction, maintenance and rehabilitation of all

works • Avail reliable vehicle, plant and equipment; • Develop and improve mechanical workshops to serve as plant pools and inspection

centres for vehicle road worthiness; • Maintain existing main road network in the country; • Develop and effectively manage sufficiently robust road system that will require

minimum maintenance; and • Use of machinery and labor intensive techniques to promote employment and income

earnings. (2) RD

RD is headed by Chief Engineer who reports to the Permanent Secretary (PS) through an Engineer-in-Chief (EIC). RD is responsible for planning, design, construction, improvement, operation and maintenance of the classified road in Kenya. RD has four branches namely Planning, Development, Maintenance and Technical Administration. All of them are headed by Principal Superintending Engineers (PSE) who report to the Chief Engineer. Within the branches, there are 7 units which are headed by a Chief Superintending Engineers (CSE). Following the establishment of the KRB, functions of RD mainly cover the management of classes A, B and C of road network. These functions include the development (planning, design and construction), operation and maintenance of the classified road network. The functions of RD including its units are described briefly in Table 7.2-1.



TABLE 7.2-1 THE FUNCTIONS OF RD AND ITS UNITS

No Units Functions 01 Planning 01 Overall planning and programming of long and short term road projects. 02 Monitoring on-going projects/ programs and preparing appropriate reports. 03 Review and analysis of national road policy for efficient utilization of existing

infrastructure. 04 Liaison with government ministries, organisations and development partners on

planning and implementation of road projects. 05 Providing policy and planning guidance on roads. 06 Ensuring that environmental and social concerns are integrated in road works. 07 Ensuring routine maintenance of roads is carried out in a manner benign to road

development. 08 Formulation and preparation of environmental manuals, standards and guidelines

for the road sector. 09 Providing policy and planning guidelines for road programs. 10 Co-ordination of extra-ordinary activities such as emergency road repairs and

disaster responses, and liaison with other GOK departments, NGO’s and other agencies on environmental and social programmes.

02 Design 01 Survey, design and tender documentation for road projects. 02 Formulation and preparation of standards and design manuals. 03 Dealing with matters related to road reserves and control of access to all classified

roads. 04 Management of drawing office and survey unit. 05 Maintaining the register of road engineering consultants and contractors. 06 Liaison with the road design consultants, materials branch and other organizations

and agencies on matters related to road design. 03 Bridge 01 The design of bridges, updating of bridge design manuals and specifications,

preparation and sustenance of bridge inventory and condition survey. 02 Supervision of construction and maintenance of bridges. 03 Preparation of bridge programs, budget and progress reports. 04 Construction 01 Administration of road works contracts both major improvements and

rehabilitation of roads. 02 Preparation of estimates and contract documents for resealing and recarpeting of

classified bitumen roads. 03 Preparation of monthly and quarterly reports. 04 Liaison with donors on all donor funded construction projects. 05 Liaison with government departments for smooth running of projects. 06 Processing of contractor’s and consultant’s payments. 05 Maintenance 01 Maintenance of all class A, B and C classified roads (paved and unpaved). 02 Overall planning, budgeting and co-ordination of the activities of the maintenance

(A, B and C roads). 03 Setting objectives and monitoring the performance on the maintenance of A, B and

C roads. 04 Preparation of estimates and contract documents for small scale maintenance

contracts. 05 Coordinating Donor/ GOK funding allocation for Road 2000 Program. 06 Promoting strategic objectives of Road 2000 Program. 07 Liaison with GOK ministries and departments, other organizations and agencies on

feeder roads. 06 Technical

Administration 01 General administration and supervision of cleanliness in the department.

02 Coordination of accident reports and briefs. 03 Liaison with relevant government ministries, departments, organizations agencies

(including donors) for professional and technical training for officers in the department.



04 Overall coordination of Parliamentary questions. 05 Coordination of axle load enforcement. 06 Coordination of personnel (including staff disciplinary) and supplier matters in the

department. 07 Coordination of the management information system. 08 Attending ministerial advisory. 07 Technical

Compliance 01 Ensure that all projects are being implemented as per signed contracts.

02 Check evaluation of claims by Chief Project Engineers before they are forwarded to Principal Supt. Engineer (Development).

03 Check tender documents to ensure they are complete in all aspects. 04 Check quality and quantity of work done by direct labor units to ensure there is

value for money. 05 Ensure that programmes approved by District Roads Committees are followed and

that there is value for money for the works that are executed by District Roads Engineers.

RD’s Provincial road maintenance organization operates through a number of in-house “resealing” or “strategic maintenance units” based either at PWOs or in road camps around the country. These units were initially set up to look after all aspects of paved road maintenance but now are so run down they do little more than basic patching or “emergency” maintenance. Much of the work done by these units is of poor quality. RD has about 3,152 staff, of which 187 are in engineer posts, either in HQ, provinces or districts. This is translated allocation of one engineer for about every 340 km of classified network in the country, which is close to the optimum recommended by the World Bank (one engineer per 400 km). Despite the good skill levels of many RD staff, it seems that the current institutional environment which is characterized by lack of accountability and poor management structures prevents their potential from full realization. Senior staff at HQ and in the provinces are well trained and highly experienced. In the districts many engineers are degree or diploma holders trying to build up experience for eventual registration with IEK, and most of them have been benefited from training delivered under programs such as MRP and now increasing Roads 2000.

7.2.2 Kenya Roads Board (KRB)

(1) Overview The establishment of the KRB in 1999 is a significant event in the Kenya’s road sector. It is not only to prove a progress in institutional reform in the sector and to try to create an efficient and accountable organization for managing the RMLF, but also to build an institute to coordinate all the relating central and local governmental organizations in road infrastructure maintenance and development. The mandate of coordination given to KRB,



despite this function has not been effectively utilized for some reasons, created a new relationship structure in history of the Kenya’s road sector development. Figure 7.2-2 shows institutional structure of road sector. KRB is responsible to the Minister of the MRPW, not to the MRPW itself. KRB is completely distinct organization from RD and is an autonomous organization administered by its Board of directors. Under KRB there are three road agencies of RD, DRCs and KWS, and RD’s sub-agencies consist of UDD with 42 Municipal Councils and 58 Town Councils, Nairobi City Council (CCN) and 4 large Municipal Councils. Through these agencies KRB keeps relationships with almost all the central and local governmental organizations relating to the road sector, e.g. relations with the MRPW through RD, relations with the MOLG through UDD, relations with the MENR through KWS, and relations with local authorities through DRCs. The Board members of KRB include five permanent secretaries from the MRPW, MOLG, MOT, MOF (Ministry of Finance), and MOFA (Ministry of Foreign Affairs). Other members of the Board are described in (3) of this Section. KRB has built up and been keeping a close relationship with similar organizations in the Southern Saharan African countries through the Southern Saharan African Transport Program (SSATP) of the World Bank and the African Road Maintenance Fund Association.

(2) KRB’s Establishment: the Result of Road Sector Reform

Figure 7.2-1 shows that the historical flow of the establishment of KRB originated from SSATP which took almost 10 years from birth of original idea of building a road fund to the establishment and operation of the fund management organization, KRB. KRB is a product of the road sector reform in Kenya. This reform has been facilitated by the international donors, particularly by the World Bank.

89 90 91 92 93 94 95 96 97 98 99 00 01 02

SSATP: road maintenance initiative, and policy reform (the DNA of KRB)

Seminar: milestone of institutional reform (original idea of KRB creating)

RMLF indirect cause for KRB

Road Sec Institution Study direct cause of KRB setting

KRB Act legal procedure KRB creation

Recruitment of Executive Director KRB

Fully operation KRB

FIGURE 7.2-1 ROAD OF KRB ESTABLISHMENT



Legal & Administratio

Public Affairs Manager

Human Human

Resources Resources

Procurement

Accountant

Internal

Financial Accountant

Private G. Manager Controller Agency

Organization Finance &

Administrat Financial

Auditor

Manager TC Engineer TC

G. Manager Eastern Eastern

Minister Directors Exe Director Technical

Compliance Manager TC EngineerTC

Western Western

G. Manager Manager Engineer

Government Planning & Contracts Contracts

Representative Programme

Manager Engineer

Planning & Programme

Programme

Corporate

Planning &

IS & IT

Internal Auditor

FIGURE 7.2-2 ORGANISATION STRUCTURE OF KRB



(3) Organizational Structure (See Figure 7.2-2)

KRB is not an executing agency which has direct responsibility for RMLF. This is potentially the strongest arrangement for fund management. In addition to the five members of the permanent secretaries of the Ministries, user side has five representatives on the Board from Automobile Association of Kenya (AAK), Association of Tour Operations, Kenyan Association of Manufacturers, Kenya Transport Association, and League of Women Voters. Furthermore, there are three other private sector representatives: Institution of Engineers of Kenya, and Institute of Surveyors of Kenya, and Institute of Certified Public Accountants of Kenya. A bigger representation from the private sector is materialized by deliberation to secure autonomy of KRB from the central Government, to reflect stake-holders’ voice in the management of the road network, and to facilitate introduction of a businesslike manner in management of road. The business like management is indeed one of the most valuable recommendations from the Road Sector Institutional Study in the 1995-1998. The Board is also required to advise a wide range of road-related policies to the Minister of MRPW. The Minister has a power to change the organization which has the representation in the Board of KRB by the gazetted order, and has recently replaced the Chamber of Commerce and the National Farmers Union by the Kenya Association of Manufacturers and the League of Women Voters. Appointments of the Board members from the representing private sector organizations are made by the Minister. Service period of the members is a fixed three-year term which is extendable for one further term. The current Board was inaugurated in September 2003. The chairperson is appointed by the President from the private sector Board members. The Executive Director is appointed by the Board in consultation with the Minister. KRB is the best-resourced organization, in terms of both financial and human resources, in the road sector and has been fully operational with complementing secretariat staffs only for just over two years. The professional staffs are well motivated, qualified and experienced.

(4) Functions and Business Process

Based on the KRB Act, the core functions undertaken by KRB are four which are summarized as followings: Management Functions of the Funds • Manage the funds derived from the fuel levy and any other funds that may accrue to

it. • Determine the allocation of the funds required by road agencies for the maintenance,

rehabilitation and development of the road network.



Coordination Functions of Policy • Coordinate the implementation of all policies relating to the projects of the road

network. Monitoring Functions of Road Agencies Activities • Monitor and evaluate the operations or activities undertaken by road agencies in the

development, rehabilitation and maintenance of roads by means of technical, financial and performance audit with a view to achieving efficiency, cost effectiveness and safe.

• Monitor all procurements for road works or other associated works in accordance with the guidelines and criteria set out by KRB.

Recommendations Functions to the Government • Recommend to the Government appropriate levels of road user charges, fines,

penalties, levies or any sums required to be collected under the RMLF; • Advise the Minister on studies necessary for road development and improvement, on

specifications, design standards and classification of roads, on types, sizes and usage of vehicles on roads and the laden and axle load limits for protecting roads from damage, and on how to implement efficiently and effectively road maintenance; and on training of human resources.

One of the most important functions in KRB is to prepare, review and approve the Annual Public Road Programmes (APRP). The APRP is a key step for KRB towards a scientific management of the funds, which is internationally a fundamental document for a fund organization to manage its funds. The process of the APRP preparation is shown in Figure 7.2-3. The APRP is the basis for disbursement of the funds to local agencies, and is also the basis on which the activities of road agencies are evaluated. KRB requires its road agencies to prepare their annual road works programme for submission to the Board at least 6 months before the commencement of every fiscal year. These annual road works programs are analysed by the Board, and once acceptable all the work programs are consolidated to form the final APRP. KRB has prepared and circulated draft guidelines among road agencies for better program preparation in line with the direction of fund utilization. The guidelines include following 5 criteria:

- Road maintenance selection prioritization criteria for road classes A, B, C, and for urban roads,

- Limitations for overheads, material purchase, equipment repair and maintenance, office operations and training,

- Preparation of annual work plan for routine maintenance activities, - Preparation of an activity list of routine and periodic maintenance, and - Compliance with the procedures regulated by the Board.



July Aug Sep Oct Nov Dec Jan Feb Mar Apr May Jun KRB advised RAs of funding ceilings for following FY

RAs forward draft ARWP to KRB

KRB and RAs agree on ARWP

KRB prepares a draft APRP to Board for approval

RAs: Road Agencies Board approves and to Minister

ARWP: Annual Road Works Programme Approved APRP to Treasury

FIGURE 7.2-3 APRP PROCESS

The APRP for the fiscal year 2003 - 2004 had been approved by the Board and covers projections for the fiscal years 2004 - 2005 and 2005 - 2006 in the time of February 2004.

7.2.3 Other Players

(1) MOLG and UDD The MOLG was established in 1963 to oversee the operations of Local Authorities, under the Local Government Act, CAP 265 of the Laws of Kenya and over 30 other statutes. The MOLG facilitates the operations of all 175 local authorities through the creation of an appropriate legal framework. The other statutes that guide the operation of the Ministry and local authorities are summed up into Table 7.2-2.



TABLE 7.2-2 MAIN STATUTES GUIDING THE MOLG OPERATIONS

Area Contents CAP No. Administrative 01 Limitation of Action Act

02 Public Authorities Limitation Act 03 Local Government Act 04 Registration of Titles Act 05 Registration of Documents Act

CAP 022 CAP 039 CAP 265 CAP 281 CAP 285

Social 01 Housing Act 02 Education Act 03 Public Health Act 04 Land Group Representatives Act 05 Registered Land Act 06 Land Control Act 07 Wildlife Conservation and Management Act 08 Environmental Management and Coordination Act of 2000 09 Children Act of 2001 10 Water Act of 2002 11 Community Service Orders Act of 1998

CAP 117 CAP 211 CAP 242 CAP 287 CAP 300 CAP 302 CAP 376

－－－－

Economic 01 Valuation of Rating Act 02 Rating Act 03 Local Government Loans Act 04 Local Authorities Provident Fund Act 05 Local Authorities Recovery of Possessions of Property Act 06 Land Adjudication Act 07 Physical Planning Act 08 Trust Land Act 09 Land Acquisition Act 10 Agriculture Act 11 Exchequer and Audit Act 12 Trade Licensing Act 13 Local Authorities Transfer Fund Act of 1998

CAP 266 CAP 267 CAP 270 CAP 272

－ CAP 284 CAP 286 CAP 288 CAP 295 CAP 368 CAP412

－－

Transport 01 Roads and Roads of Access Act 02 Traffic Act 03 Transport Licensing Act 04 Streets Adoption Act 05 Kenya Roads board Act of 1999

CAP 399 CAP 403 CAP 404 CAP 406

－

MOLG has two core departments and is supported by various sections under the administration department. The two core departments are UDD and Department of Local Authorities Inspectorate (DLAI). UDD is the sub-agency of KRB under RD as the KRB’s road agency. Table 7.2-3 shows organisation of MOLG. The Presidential Circular No. 3 of July 2003 spells out the following responsibilities of MOLG: • Local government sector policies, • By-laws for local authorities,



• Support for capacity building for local authorities, • Local authorities loan authority, • Local authorities provident fund, • Local authorities superannuation fund, and • Local authorities transfer fund. Based on this mandate the following functions are performed by the MOLG: • Formulation, harmonisation and implementation of policies in the local government

sector; • Provision of physical and financial management and the regulatory framework for

local authorities; • Guiding and supporting local authorities in service delivery; • Guiding local authorities on issues of planning and development through formulation

and support in the implementation of development policies, strategies and programmes;

• Development and implementation of effective institutional, administrative and legal framework for operation of local authorities; and

• Spearheading local government sector reforms.

TABLE 7.2-3 ORGANIZATION OF MOLG

No. Name of Department or Section TechnicalStaff

Support Staff

Total

01 City Engineer Department Staff working in Department itself

2 25 27

02 Deputy City Engineer Staff working for City Engineer

1 5 6

03 Assistant City Engineer Staff working for Design

1 － 1

04 Assistant City Engineer Staff working for operation and services

5 5 10

05 Chief Assistance Engineer Operation and Services

1 － 1

06 Chief Assistance Engineer Implementation

135 343 478

07 Chief Assistance Engineer Roads

8 7 15

08 Chief Assistance Engineer Transport Unit

38 67 105

09 Chief Assistance Engineer Estate and Development

6 4 10

10 Principal Land Surveyor Engineering survey

9 21 30

Sub-total 206 477 683 11 Other sections －－ 969 Total 1652

One of the core functions of MOLG is to carry out public infrastructure development and maintenance projects. In 1990s MOLG commissioned two major projects to solve urban transportation issues in the country. The first was the Kenya Urban Transport Infrastructure



Project (KUTIP) of which objectives were four folds: to expand the capacity of congested main traffic arteries, improve travel conditions for pedestrians and cyclists, reduce road accidents, and encourage a more efficient NMT system in major urban areas. The second was the Nairobi Long-Term Transport Study (1999) of which objectives were to establish a long-term strategic plan for the development of urban transport in Nairobi and prepare short-term and medium term programmes for the implementation of related projects. Under KUTIP several sub-studies were carried out to provide guidelines for investment decisions in various major urban areas.

(2) CCN and CED Nairobi is the capital city of Kenya accommodating its Central Government entity. Nairobi is also one of Africa’s most important centers for commerce, industry, and tourism. Nairobi’s transport and communication networks have been developed to link the cities of the nearby countries. Inter-continental and international air links have been established through Nairobi’s airport and in coordination with east African regional roads and rail routes they have made Nairobi the region’s most important transport center for all modes. Presently the key powers relating to the road sector management, including access to an adequate revenue base, setting priorities and authorizing expenditure on transport infrastructure, as well as regulatory measures and their enforcement, are largely controlled by national institutions, mainly the MOLG, KRB and MRPW. This is in part a reflection of the political structure of government in Kenya. Although the national strategy envisions a shift of responsibility for urban transport to the City, CCN is not ready to receive it considering that it has been suffering from overstaffing which hinders proper allocation of budget for their services. For example, about 90% of the road maintenance funds in Nairobi were disbursed for wages and only 10% were spent on works directly. CCN has 10 departments, each with several sections, and with broader bases of skills than many national institutions. CCN has a City Engineer’s Department (CED), which could be a trustworthy organization delivering sufficient services, if it was vested adequate authority and resources. Since the members of the City Council are elected, the Council is accountable to the urban constituency. The residents expect better service and tend to complain the City Council, and specifically the CED. Based on the survey by the Team, CED has 1,652 staff in total, and 10 main units.

CCN has a road network of approximately 1,500 km including non-adopted and private roads. The road network is divided into four categories for purposes of administration as detailed in the Table 7.2-4.



TABLE 7.2-4 ROAD NETWORK IN CCN1)

Description Paved (km) unpaved (km) Total (km)

Classified 2) 265 Nil 265

Adopted 3) 665 85 750

Non-adopted 4) Nil 465 465

Private 20 Nil 20

950 550 1,500 Note: 1) Length of Road Network is different from city road list of CCN because non-adopted and private

roads are included. 2) Classified: public roads that are part of national road network and are administrated by MRPW. 3) Adopted: public roads that conform to CAP 406 (Street Adoptions Act) and are administrated by

CCN. 4) Non-adopted: public roads but they are not conform to CAP 406 and are administrated by CCN. Source: CCN Report to KRB, Roads Sector Liaison meeting, Feb, 2004, Annex III-2, P1.

Currently only 60% is in a good condition while the remainder is at various stages of deterioration. The mandate of CCN regarding the road sector includes, but is not limited to, the development, rehabilitation and maintenance (both routine and periodic) adopted and non-adopted roads. Past inadequate allocation of funds by CCN for road maintenance has led to inadequate, delayed and sometimes no maintenance of the city roads which has resulted in the current unsatisfactory road conditions.

(3) Kenya Wildlife Service (KWS) and Forest Department (FD)

Both KWS and FD have extensive road networks that they maintain using their own resources. In addition there are some classified roads that provide access to parks and reserves, some of which are through routes, that are the responsibility of MRPW, but which are maintained by KWS on behalf of MRPW. KWS is specified as a road agency under the KRB Act, but FD is left un-specified. There are a total of 59 parks and reserves in Kenya. Among them, however, only the 25 parks are directly managed by KWS. The remaining 34 game reserves are managed by county councils. Most of the parks and the reserves are accessed from the classified road network, but some roads within the parks are also classified and a small number of them are through routes used by non-park traffic. To deal with the situation KWS has in-house capability of road maintenance. Most of these classified roads mentioned above are maintained by KWS under agreement with MRPW, at least within the park boundaries and some cases where the roads form the principal access route to park gates. Only the access road to Nairobi National Park is paved, all the other access roads are gravel or earth. The roads in the parks are maintained in reasonable condition with about 60% being in good to fair condition and the remainder needing some form of rehabilitation. The classified roads serving parks and reserves account for about 10% of the total length of the classified road network.



KWS has its own road maintenance organization which is relatively well resourced having benefited from investments under various projects supported by international aid agencies such as the Protected Areas and Wildlife Service (PAWS) project, which was financed by WB and other financing from JICA. And being as a statutory corporation relatively unfettered from government procurement and accounting procedures, KWS is able to operate more flexibly and efficiently hiring professional staffs on reasonable salaries and applying business management principles. FD has a network of access, feeder and plantation roads used for the management of forest resources that extends 6,800 km which is maintained using its own force account units. The Forest Act, CAP 385, is the principal legislation for the conservation, management, and utilization of forests and forest products. FD is in charge of conservation, management, and utilization of forests and forest products. Besides FD, the other major institution in this field is the Kenya Forestry Research Institute.

7.3 PUBLIC TRANSPORT ADMINISTRATION

7.3.1 The Ministry of Transport (MOT)

MOT is in charge of the following organizations: • Kenya Meteorological Department which provides free public weather information, • Motor Vehicle Inspection Unit which ensures road worthiness of vehicles on Kenya’s

roads, and • Transport Licensing Board (TLB) which allocates public service routes to operate on. MOT is also responsible for overseeing smoother operations of the following transport service related state corporations: • Kenya Civil Aviation Authority (KCAA), • Kenya Airport Authority (KAA), • Kenya Ports Authority (KPA), • Kenya Ferry Services, • Kenya Railway Corporation (KR), and • Kenya National Shipping Line. In terms of transport policy making and transport management, a major department is the Transport Division. This division consists of three officers with support staff like secretaries and office assistants. The division oversees the functions of TLB and Motor Vehicle Inspection Unit. It interfaces MOT with these technical organizations in addition to advising the Permanent Secretary on policy issues affecting the two organizations. The Transport Division also liaises the Registrar of the Motor Vehicle which administratively falls under



Kenya Revenue Authority currently. The core business in this division is road safety matters including legislation, inspection and licensing of motor vehicles, and is policy formulation and coordination.

7.3.2 Traffic Management Administration

(1) Overview Urban transport management generally represents a combination of policies, practices and measures which are specially deliberated and implemented for a particular urban area in a coherent, comprehensive and consistent manner. In general, the following are the purpose and objectives of traffic management efforts: • To maximize the efficient utilization of the existing transport system through various

low- and medium-cost capital improvement coupled with focused operational practices, and

• To apply the above to ensure normal transport operations in the event.

As stated before, in the traffic management and services (management is actually a sort of service field) sector, unfortunately, there is no core institution like the KRB to play a coordinative role. Therefore, the structure in this field could not take on a close relationship model, and it is actually just a fragmented structure model.

(2) CCN-Transport Unit (TU) under CED

TU, which is a large section under the CED with 105 staff in 2004, is mainly in charge of Nairobi traffic management. Based on the survey and other studies, roles of the TU have not been played efficiently and effectively, because of its insufficient capabilities, financial shortage and other miscellaneous reasons. TU could represent CCN’s interest and provide technical support concerning traffic forecasting, demand management, transport corridor planning, road reserve usage, and safety issues.

7.3.3 Road Safety Administration

Kenya has a fine legal framework for road safety with an updated Traffic Law, a simple but to basically reliable accident data recording system, and Traffic Police. Also the licensing systems and insurance systems have solid bases but they indeed have to be streamlined and improved. The underlying reason for the gradually deteriorating road safety is lack of political priority, which hampers proper funding and consequently impedes development of technical competencies and capabilities with the end result of improper implementation of specifically targeted and focused road safety countermeasures. This results in an in-cohesive road safety



operational environment, where the main stakeholders act based on individual knowledge and personal experience, and drive – rather than on sound technical and systematic approaches and coherent policies. As mentioned above there are a lot of organizations to be in charge of road safety management. In policy-wide road safety is under MOT, and engineering implementation is under MRPW. Data collection, vehicle inspection and enforcement are in the hands of the Traffic Police, which is under the Ministry of Interior Security. The licensing is under TLB, and emergency services are under the Ministry of Health. When so many different ministries and agencies are involved in one area, coordination and especially cooperation are essential. During the latest road safety program in the 1980s the National Road Safety Council (NRSC) was established to ensure these and to prepare annual action plans, but NRSC is inactive. As a result no annual action plan is prepared. Existing cooperation among the agencies and ministries is inadequate. As a consequence the road safety works are scattered and in-cohesive. In order to improve this situation the MOT has introduced a Bill of Act to Parliament to amend the traffic act by establishing a Kenya Road Safety Agency (KRSA) operating under the autonomous scope with a board consisting of members both from the public and the private sectors which is similar to KRB. The Traffic Police collects all accident data for the purpose of legal prosecution and/ or insurance claims. The accident data is processed through a P41 form to the Traffic Police headquarters on a regular basis enabling the Police to have good accident data. The accident statistics are forwarded also to MRPW. Kenya vehicle inspection operates under the Kenya Police Department. They inspect a total of about 120,000 vehicles annually. They have 17 inspection centers. Among them the Nairobi center is the largest and best equipped. As poor vehicle conditions especially among commercial vehicles and matatus resulted in larger number of accidents, the vehicle inspection needs to be upgraded in terms of technical competencies and capabilities, and most importantly to be connected to enforcement. Vehicle inspection has been suggested privatised by several stakeholders in order to upgrade the facilities, to minimize financial leakage, to ensure autonomy from corruption, and to create a better reputation through higher integrity.



The Traffic Police is enforcing the traffic law. In 2001 the Police processed 338,000 cases to the Magistrates. The Traffic Police has 1,474 Police officers throughout the country. Although enforcement seems strong, it is random and arbitrary. The Kenyatta National Hospital and the Traffic Police together with stakeholders from private sector which include the insurance agencies and the Automobile Association have arranged a campaign every December for three consecutive years. They receive sponsorship from private companies. Annual Action Plans (AAP) of road safety for Kenya is not being developed. AAPs are a valuable tool for target specific interventions in a coordinated and comprehensive manner. The linkages between the Traffic Police and traffic safety related organizations such as the road safety sections in MRPW, DRC, and CCN and large municipality Councils have to strengthen. Since the Traffic Police holds valid data being processed manually which are available and directly useful for these organizations. It is essential to strengthen cooperation among the stakeholders not only for them to perform their duties properly but also to improve road safety operational environment as it cross through different Ministries and to create larger and positive impacts on road safety in national, district and urban areas.

7.3.4 Public Transport Service Suppliers

(1) Public Bus The Nairobi public transport system, apart from some limited commuter rail operations, entirely consists of road-based services, which are fully private. In addition, the system operates virtually under the laisser-faire (non-interference) principal. There is little or no government control of, or even influence on such crucial elements as route structure, operational practices, timetables and fares. The system basically consists of two completely different sub-systems of Kenya Bus Services (KBS) and matatus, which compete on the same routes with new entrants (privately owned large buses). KBS is a private company that has some 277 large buses with capacity of 110 passengers each on fixed routes and schedules in 2001. Most routes it operates on are radial, passing through the City center. This reduces the need for passenger transfers and provides a competitive advantage over the matatus, which are permitted to enter the City center with the limitation only to some specific peripheral roads.



KBS started operations in 1934 as a subsidiary of Overseas Motor Transport Company, Ltd. of London (OMT). The company was taken over by United Transport Overseas Ltd. (UTO) in 1951. The policy decision of UTO in the late 1980s to discontinue operation created a crisis which was solved when Stagecoach Ltd. of Scotland took over UTO’s shares in 1992 and the company was renamed Stagecoach Kenya Bus. The ownership of the KBS Company has changed hands many times. In 1988 Stagecoach sold the company to a group of Kenyan investors, who changed the company’s name back to Kenya Bus Services. At present KBS offers four services. Among them the Bus Track service offering ordinary city transport and the Metro Shuttle minibus serving the high/ medium income areas in Nairobi are subject to the Study. According to a study carried out by KBS in August and September 2000, KBS’s market share stood at some 17% for all routes, and 29% on KBS operated routes in the City. At that time KBS had about 240 buses operating daily, competing against 9,894 matatus and 15 country buses. The share has declined continuously. In 1994, KBS had 36% of the market. The small matatus were estimated to grow at about 31% per year in 2000. KBS transported some 300,000 passengers per day in 1990, while the number of passengers transported per bus per day has been steadily declining over the past years, from a high of 1,500 passengers/bus/day in the mid-80’s to less than 1,000 in 1997. The network has been gradually reduced over time, as routes have been abandoned and taken over by matatus. There are 30 Metro Shuttle minibuses, each with a capacity of carrying 33-seated passengers. They were newly bought and are well maintained, clean, carrying no standing passengers, and operated accordingly to the timetables. However, they are about 50% more expensive than the matatu. Their marketing targets are the middle- and high-income urban residents who value their comfort, safety, and time at higher bus fares, and are ready to pay the fares. KBS hopes to increase the fleet, as initial indicators demonstrate that the operation can expect better profits than the Bus Track service. Bus Track vehicles are refurbished old buses that have been plying city routes. Approximately 240 buses ply the city routes daily. The Bus Track service has been operated by former employees (former KBS supervisors) in some sort of lease from the company since 2001. The buses are operated on a profit sharing basis between the company and individual operators. Each operator manages about 10 buses. The leasing out the buses and licensing of private bus operators also affected the matatu operators who had dominated some of the routes previously not served by KBS due to poor road conditions.



(2) Matatus Matatus mostly operate on the same routes as Kenya Bus Service, but without timetables. Matatus mainly types are: the 18-seater vehicle and the 25-seater vehicle. On some routes they compete among themselves even without KBS presence on the routes. According to data collected for the study done in May 2002, about 63% of the small matatus (18-seater capacity) are over 10 years old, while about 70% of large matatus are less than 10 years old. About 95% of all matatus cost generally less than Ksh 1 million. About 47% of the small matatu owners owned only one vehicle, 34% owned two, and 19% owned more than 2 vehicles. For the small matatu owners, their main reason for choosing the vehicle was for financial (38%) and economical (31%) reasons. For the large matatus owners, it was mainly economical (36%) and informal route regulation (24%) by the operators. The term “matatu system” refers to the system that has existed in Nairobi at least for 25 years and it is still lively today. It is not a “technical” definition, but rather a description of a set of practices regarding ownership, route structure, operational structure, control (or lack of it), interaction between various economic interests in the society, and source of an intolerant certain traffic behavior. When matatu system was legalized in 1973, the establishment of new routes was in principle no limitation. It was considered that the system would assist small, hard-working enterprise to make a living beside the big business represented by the dominant bus company. Soon, however, syndicates emerged for profiting from matatu operators. Today, most routes are controlled by loosely formed “associations” who act as self-appointed “owners” of the routes. The vehicles themselves are owned by individual investors, normally not the drivers. Matatu owners are found in many layers of society. Although the official cost for starting operations of matatu is Ksh 4,300 consists of Ksh 800 of registration and Ksh 2,500 of parking fee to CCN and Ksh 1,000 of payment to the cooperative, it is rumoured that an owner wanting to operate his matatu on a route has to pay an “entrance fee” which can be as high as Ksh 100,000. The malpractice characteristics of the matatu industry were accurately and outspokenly documented in the Ministerial Committee Report of 1986 and this led to the recommendation to actively fight the syndicates and to dissolve the Matatu Vehicle Owners Association (MVOA) and the Matatu Association of Kenya (MAK). However, the present situation shows no improvement. At present it appears that the banning of MVOA may in fact create more problems by making outside control impossible. Some control is at present exercised by the Nairobi Traffic Management Committee which handles applications from the matatu industry to use terminals. When considering these, for



approving the applications the Committee may take into account factors such as availability of land in the city center and entry routes there, but also whether the proposed route is likely to interfere with existing ones. In this way, some establishment control can be said exist. The matatu have been banned from the western part of the city center on the grounds that they disturbed traffic and this was actually observed. Also the rule against operating larger vehicles than 25-seaters followed. These seem to indicate that matatu sector are subject to some regulation.

(3) Rail Transport: Kenya Railways Company (KR) Rail transport provides the closest alternative to road for the movement of freight and passengers, thus the review of rail is more important than perhaps the other modes of transport. The financial and regulation requirements of rail transport are quite different to roads and make rail difficult to compete with roads on the same ground. Differing from road transport, KR also has to finance railway police and security, amortisation of all assets including fixed assets and un-remunerative services required by Government. Through various social services, KR employs 6,000 more personnel than the required personnel for core operations. It is also worth noting that KR has cross-subsidized to the turn of over Ksh 1.7 billion for the maintenance of roads through the fuel levy. Any future transport policy must address these issues. KR comprises 2,778 km of lines of which 1,083 km are main lines, 346 km principle lines, 490 km minor and branch lines and 859 km private lines and sidings. There has been no expansion of the network over the last ten years. The main line from Mombasa to Malaba constructed over 100 years ago provides the backbone of the network. The condition of the infrastructure has inevitably deteriorated due to lack of finance. Approximately 506 km of the main line suffers with speed restrictions resulting in average technical speeds of 40 kph for freight and 60 kph for passenger. Like roads, backlog rehabilitation is urgently needed, though there is no backlog maintenance program for rail that is contrary to roads which are currently being financed. Freight volume (tons) has fluctuated during the last decade from a high of over 3.5 million tons in 1993 to a low of 1.5 million tons in 1997. Since 1997 freight traffic volumes have increased to 2.6 million tons in 2002. Overall numbers of passenger traffic had varied between 300-400 million passenger-km between 1993 and 2000, but since then they have sharply declined to below 180 million passenger-km. Passenger service routes comprise



Nairobi to Mombasa and Nairobi to Nanyuki. Typical passenger volumes on the Nairobi to Mombasa service are 32,000 per month and daily volumes of 12,000 are normal for the commuter services. Nairobi suburban services started in 2001. Clearly with increasing urbanization the demand for suburban services will increase but competition for intercity passengers with fast bus services travelling on good roads will be significant. KR is predominantly a freight railway with 95% of its income being generated from freight. The current fleet comprises 150 diesel locomotives, 500 passenger coaches and 5,000 wagons, most of which will need to be replaced over the next ten years. Operational efficiency is reduced by about 25% due to the prevalence of speed restrictions. However, surplus capacity exists that mitigates the costs of sub-optimal performance. Nevertheless, output of 560 tons per wagon per year or 1.4 tons per day indicates a very poor level of utilization that is mostly explained by the fact that a larger proportion of the wagon fleet is either set aside waiting or surplus to needs. With restoration of infrastructure, rationalization of rolling stock, and judicious and efficient train planning, traffic costs can be reduced and demand can be increased. KR employed 22,000 personnel at its peak. Currently the establishment stands at 9,500 with plans after concession that will reduce the establishment by a further 6,000 to 3,600. The employment reduction strategy envisaged after concession is sensible in commercial terms and partly explains the dismissal financial performance posted by KR for some time. It is estimated that the rail sector currently employs about 6,000 personnel that are not necessarily for its core services but are rather for provision of social services. Shortly following the dissolution of East Africa Railways, the 1978 Kenya Railways Act set up KR as a state-owned company. The Act required the enterprise to balance its accounts and operate commercially. But the Act also ties KR management to the MOT for control of traffic, fares, investment, and budget. KR is also bound to employ a large cadre of personnel for social reasons, to provide entirely for its infrastructure and even to engage its own police force. Thus the 1978 Railways Act, like other contemporary legislation, provides a conflicting and ambiguous set of objectives for the undertaking. This Act remains in force and must be replaced by new legislation that establishes railways as an independent commercial entity that permits the private sector participation that has been enjoyed by the road sector for a generation.

APPENDIX 8

FINANCIAL STRUCTURE AND BUDGETING

Page 8.1 FINANCIAL STRUCTURE AND BUDGETING A8-1 8.2 MAIN FINANCIAL SOURCES A8-7 8.3 PRIVATE SECTOR PARTICIPATION: CASE OF NORTHERN CORRIDOR PROJECT A8-12



APPENDIX 8 FINANCIAL STRUCTURE AND BUDGETING

8.1 FINANCIAL STRUCTURE AND BUDGETING

8.1.1 Financial Structure of Urban Transport

(1) Public Expenditure on Main Public Services The allocations of the government budget for various public services are shown in Table 8.1-1. Administration Services include general administration, external affairs, and public order and safety. Social Services include education, health, housing and social welfare. Economic Services include service delivery in the fields of agriculture, forestry, fishing, mining, manufacturing, construction, electricity, gas, water, road, other transport and communications, and other economic services. The economic services include roads, whose share was very large in the economic services delivery. By looking at Table 8.1-1, the following implications were observed: • The government of Kenya (GOK) has to use a quite large proportion of public budget

for service debt (average of 44% per year between 1997/98 and 2000/01); • The social services occupy a relatively large share; and • The budget used to economic services is very small.

TABLE 8.1-1 GOK EXPENDITURE IN MAIN PUBLIC SERVICES Unit: US$ million

1997/98 1998/99 1999/20 2000/01 AveragePublic

Services amount % amount % amount % amount % %

Administration 613.7 12.2 670.5 17.1 568.0 18.5 1,045.8 24.9 17.9

Defence 162.5 3.2 170.9 4.4 143.0 4.7 182.8 4.4 4.1

Social 1,005.5 20.0 983.0 25.1 826.6 27.0 859.3 20.5 22.7

Economic 409.9 8.2 440.9 11.2 379.9 12.4 623.3 14.9 11.4

Public Debt 2,836.4 56.4 1,655.9 42.2 1,149.0 37.5 1,484.4 35.4 44.0

Total 5,027.9 100.0 3,921.1 100.0 3,066.5 100.0 4,195.6 100.0 100.0

Roads 123.0 2.4 131.3 3.3 121.3 4.0 138.1 3.3 3.2Source: Kenya Road Concessioning Assessment, the World Bank, March 2002, p3-3.

Because of huge debt services, several partner countries and international organizations have been supporting the GOK by means of debt funding. By 2002 the largest contributors to the 2000/01 public debts were the Government of Japan and IDA (the World Bank).



8.1.2 Budget Allocations for the Road Sector

(1) Overview Kenya has made quite remarkable progress during 1990s in allocation of domestic resources for the road sector, especially for road maintenance. Even though the Government has been experiencing major financial problems, the recurrent budget (the Road Maintenance Fuel Levy) has not been affected by either diversion or borrowing. The governmental budgets in 1990s on the road sector is shown in Table 8.1-2.

TABLE 8.1-2 BUDGETS IN THE ROAD SECTOR IN THE 1989-2001 Unit: US$ million (2001 price)

FY Recurrent Development Budget Toll Sub-total

Total Funding

1989/90 37.3 9.9 47.2 152.9 200.2 1990/91 28.8 13.5 42.2 131.8 174.0 1991/92 26.5 14.8 41.3 115.5 156.8 1992/93 24.6 14.3 38.9 104.1 143.0 1993/94 19.3 9.8 29.1 68.3 97.4 1994/95 34.2 0.0 34.2 29.5 63.6 1995/96 60.2 0.0 60.2 65.5 125.7 1996/97 81.0 0.0 81.0 100.3 181.3 1997/98 96.5 0.0 96.5 58.1 154.6 1998/99 85.8 0.0 85.8 51.3 137.1 1999/00 89.2 0.0 89.2 46.7 135.9 2000/01 87.7 0.0 87.7 37.3 125.0 2001/02 89.9 0.0 89.9 47.7 137.6 FY89-95 33.0 9.0 42.0 95.0 137.0 FY96-01 88.0 88.0 57.0 145.0

Note: The funding allocations are for the classified road network. Source: Strategic Review: the Kenya Road Sector, the World Bank, Mary, 2002, p7.

The comparison of the annual average funding of fiscal year 1996-2001 with the fiscal year 1989-1995 in the table shows that the recurrent funding increased in more than double from US$ 42 million during fiscal year 1996-2001 to US$ 88 million during fiscal year 1989-1995 in terms of year 2001 price. This significant increase solely owes to the creation of the Road Maintenance Levy Fund (RMLF) in 1993 and its execution since 1994. But development funding has fallen substantially, and the net increase in overall funding had been marginal. Development funds come mainly from the donor aids, and the flow of development funds has been seriously affected by the reduction of aids to Kenya in the 1990s.

Since the establishment of the new Government, financial budget for the road sector has increased steadily, due to growth of the fuel levy and recovering trend of foreign development assistances. The latest data regarding total road sector budget amounting to US$276.28 million for the fiscal year 2004/05 shown in Table 8.1-3 indicates a substantial growth comparing to the average total budget for the road sector during fiscal year 1996-2001 amounting to US$145.0.



TABLE 8.1-3 TOTAL FUNDING FOR THE ROAD SECTOR IN FY 2004/05 Financial Sources Projected Funding (US$ million) 1 RMLF 108.75 2 Transit Toll Collection 2.5 3 Development Budget for MRPW 145.36 4 Urban roads development 9.49 5 LATF 10.18 Total Road sector funding 276.28

Note: The RMLF is a dedicated tax levied on petrol and diesel for the maintenance of roads, and its rate is currently US$ 7.25 cents = Ksh 5.90 per liter. Development budget, urban roads budget and LATF are all derived from Government’s general revenue budget. Development budget comes mainly from the foreign development partners.

Source: The KRB Operation, KRB, Nov 2004, p8.

Total amounts for the road sector in fiscal year 2004/05 is US$ 276.28 million which is more than the double amount of fiscal year 2001/02 (US$ 137.60 million). It should be emphasized, however, that the required cost for carrying out full maintenance on the roads currently in good condition, plus “holding” maintenance on roads in fair condition would be over Ksh 8 billion which is approximately equals to US$ 100 million, against the road network as of 2003. The amount is just about equal to the revenue presently available from the RMLF. Details of the costs are shown in Table 8.1-4.

TABLE 8.1-4 ANNUAL MAINTENANCE COST REQUIREMENT OF THE ROAD NETWORK

Unit: Ksh million Class Total Normal Mt 2003 Holding Mt 2003 Total Mt 2003Network Km km Per yr km Per yr km Per yr＜50vpd 2,594 361 86 2,234 142 2,594 228＞50vpd 6,343 1,177 642 5,166 458 6,343 1,099

Paved

Sub-total 8,937 1,538 728 7,399 600 8,937 1,328＜50vpd 15,930 7,965 597 7,965 299 15,930 896＞50vpd 11,250 6,102 1,204 5,148 193 11,250 1,397

Gravel

Sub-total 27,180 14,067 1,801 13,113 492 27,180 2,293＜50vpd 20,958 10,479 382 10,479 191 20,958 573＞50vpd 6,213 3,371 193 2,842 52 6,213 245

Earth

Sub-total 27,171 13,850 575 13,321 243 27,171 818

Classified

Total 63,288 29,455 3,104 33,833 1,334 63,288 4,438Primary 1.001 250 286 751 261 1,001 547

Secondary 1,489 372 211 1,116 265 1,489 476Paved

Sub-total 2,490 623 497 1,868 526 2,490 1,023Gravel Secondary 12,040 6,020 2,235 6,020 361 12,040 2,596

Urban

Total 14,530 6,643 2,732 7,888 887 14,530 3,619Paved 11,427 2,160 1,225 9,267 1,126 11,427 2,351Gravel 39,220 20,087 4,036 19,133 853 39,220 4,889Earth 27,171 13,850 575 13,321 243 27,171 818

All Roads

Network Total 77,818 36,097 5,836 41,721 2,221 77,818 8,057Source: Kenya Transport Sector Policy and Roads Sub-sector Strategy Study, Scott Wilson, December, 2003,

Vol.1, p34.

The said table shows that urban road maintenance requires Ksh 3,619 million which is about 44% of the total cost amounting to Ksh 8,057 million. The analysis on required maintenance



costs contrasts with the current allocation of resources for maintenance which allot only 7.5% of RMLF to urban roads i.e. about Ksh 600 million which corresponds only one sixth of urban roads maintenance needs. Another estimate from KRB at the 2004 Liaison Meeting shows that annual maintenance needs for the entire network are about Ksh 15 billion. Another point to emphasize is that, a lot of monies are needed not only for routine maintenance with good and fair conditions, but also for urgently required restoration works of the network. The estimated cost for restoration of the entire network to a maintainable condition is shown in Table 8.1-5.

TABLE 8.1-5 COST OF RESTORING THE ROAD NETWORK Unit: Ksh million

Class Periodic Backlog Rehabilitation Reconstruction Total

Network Km Cost Km Cost Km Cost Km Cost

＜50vpd 1,179 4,048 521 5,208 533 10,503 2,234 19,759

＞50vpd 2,339 7,954 1,937 23,012 890 17,102 5,166 48,068

Paved

Sub-total 3,519 12,002 2,458 28,220 1,423 27,605 7,399 67,827

＜50vpd 0 0 7,965 11,470 0 0 7,965 11,470

＞50vpd 0 0 5,148 8,481 0 0 5,148 8,481

Gravel

Sub-total 0 0 13,113 19,951 0 0 13,113 19,951

＜50vpd 0 0 10,479 6,707 0 0 10,479 6,707

＞50vpd 0 0 2,842 1,819 0 0 2,842 1,819

Earth

Sub-total 0 0 13,321 8,525 0 0 13,321 8,525

Classified

Total 3,519 12,002 28,892 56,697 1,423 27,605 33,833 96,303

Primary 277 2,220 474 7,577 0 0 751 9,797

Secondary 435 1,742 681 5,448 0 0 1,116 7,190

Paved

Sub-total 713 3,962 1,155 13,025 0 0 1,868 16,987

Gravel Secondary 0 0 6,020 14,448 0 0 6,020 14,448

Urban

Total 713 3,962 7,175 24,473 0 0 7,888 31,435

Paved 4,232 15,963 3,612 41,245 1,423 27,605 9,267 84,813

Gravel 0 0 19,133 34,399 0 0 19,133 34,399

Earth 0 0 13,321 8,525 0 0 13,321 8,525

All

Roads

Network Total 4,232 15,963 36,066 84,170 1,423 27,605 41,721 127,738Source: Kenya Transport Sector Policy and Roads Sub-sector Strategy Study, Scott Wilson, December, 2003,

Vol.1, p35.

The cost for clearing backlog maintenance and carrying out rehabilitation and reconstruction of the entire network, which consists of the classified and urban roads including both paved and unpaved roads, is approximately Ksh128 billion (around US$ 1.6 billions). This is a big amount of money as compared to the one year budget of the RMLF for the network maintenance which is only Ksh 8 billion. Total amount of Ksh 128 billion is divided by Ksh 96 billion or US$ 1.2 billion for classified roads and Ksh 31 billion for urban roads. No estimate has been made for the unclassified network.



A current big issue is the clearance of backlog periodic maintenance on the paved roads. The clearance has to be conducted within the immediate short term to prevent these roads from exceeding the degree of deterioration at the turning point to substantial increase in rehabilitation unit cost. Unfortunately, RMLF is currently fully committed (or even over-committed) on on-going contracts, most of which are for rehabilitation and/ or reconstruction of unpaved roads. Thus, without external funding assistance backlog periodic maintenance is going to be left deferred although much more rehabilitation costs shall inevitably be born. The rehabilitation and reconstruction cost of the paved network is estimated at about Ksh 85 billions or almost US$ 1.1 billions of which about 20% are ones for the urban road network. Rehabilitation of unpaved road network is estimated at about Ksh43 billions or US$ 500 millions of which about 33% are one for urban gravel roads. From the foregoing, there is a huge funding gap of more than Ksh 100 billion or over US$ 1.25 billion for backlog maintenance execution. Furthermore additional annual fund of about Ksh 3 billion is also required for routine and periodic maintenance. This annual shortfall causes supplementary fund requirement for backlog maintenance to the aforementioned sum of the funding gap.

(2) MRPW According to an internal document, MRPW’s budgets for FY 2003/04 and 2004/05 have large growth. Compared with Ksh 3.86 billion in FY 2002/03, the budget for FY 2003/04 increased to 19.5 billion, and further increase to 25 billion is observed in this fiscal year. The increase comes from growth of both the RMLF (recurrent budget) and the development budget (See Table 8.1-6).

TABLE 8.1-6 MRPW BUDGET BETWEEN THE FY 2002-03 AND 2004/05 Unit: Ksh million

Fiscal Year 2002/03 Net Approved

2003/04 Gross Expenditure

2004/05 Gross Estimate

Recurrent Budget 2,230 10,865 11,618

Development Budget 1,627 8,663 13,360

Total Budget 3,857 19,528 24,978

Source: The Project for Construction of Rural Bridges in Central and Eastern Kenya, Feb, 2004. p4. (3) CCN

The roads within the jurisdiction of Nairobi City are divided into classified roads and unclassified urban roads. These roads can further be divided into pave and unpaved. In terms of the urban paved road, CCN has about 2,490 km, almost 66% of the entire Kenya’s paved



urban roads. In terms of the unpaved urban road, CCN has 12,000 km, about 12% of all unpaved urban roads. But CCN, for a long time, has received only a little of funds for its road maintenance. In FY 2003/04 the received funds are highest, US$ 4.32 million, however, in the year before 2002/03 CCN only received US$ 1.75 million. Since KRB in operation, KRB already allocated two times of road budgets for CCN (in the 2002/03 and 2003/04). The annual average of such allocation is US$ 2.23 million, which is less than 3% of the RMLF as a total.

For the last three years, the following roads were improved through the funds for Nairobi: - 10 km over-laid under periodic maintenance programme, - 65 km of roads had their streetlights rehabilitated, - 160 km of roads were repaired under routine maintenance programme both in-house and

contracted, and - 64 km of roads were gravelled. The study done by the World Bank team shows that the estimated amount of the possible maintenance needs for the national urban paved networks is about US$ 13.7 million per year, of which, 65.6% (US$ 9 million) has to be used in Nairobi City. The length of pave urban roads outside Nairobi is extremely small. Among US$ 9 million, the World Bank team considers that US$ 3.3 million of fund should be allocated for routine maintenance and US$ 5.8 million for periodic maintenance. Based on this study, the funds used currently by CCN are just one third of its needs.

(4) MOLG Between 1997 and 2001, the MOLG received 20% of the total RMLF for the maintenance of Local Authorities roads. KRB Act 1999 excluded local authorities from accessing the RMLF funds. In 2002 the Urban Development Department (UDD) of MOLG was appointed as a sub-agency. The road funds received by UDD between 2000/02 and 2002/03 are summarized in Table 8.1-7. TABLE 8.1-7 ROAD FUNDS UDD RECEIVED IN THE FY 2000/01-2002/03

Unit: Ksh Source of Funding 2000/01 2001/02 2002/03

RMLF LATF 156,269,930 226,069,215 Development GOK Account

115,249,740 54,358,166 20,000,000

Development Aids Account 807,006,025 101,271,499 1,200,000,000 Total 1,078,525,695 381,698,880 1,220,000,000 Total in US$ million 13.48 4.77 15.25

Source: The Report submitted by UDD for KRB, Feb, 2004



For this period, the total US$ 33.5 million road funds were used in these projects: - 528 km of roads were rehabilitated under IDA and GOK financing; - 7500 m2 of bus/matatu parks and roadside parking were rehabilitated; - 16 km of footpaths and cycle tracks were built; - 5 footbridges were constructed.

(5) KWS

KWS is in charge of planning and executing the routine and periodic maintenance of the unclassified roads within the national parks and 5 national reserves. KWS also carries out maintenance of selected classified access roads and all internal classified roads under an MOU agreement with the Chief Engineer (Roads) of the MRPW. The classified access roads leading to parks and reserves are 4,422 km. For the last two financial years KWS has received from the Government Ksh 27 million annually in budgets for the maintenance of unclassified roads and airstrips. This is far below the estimated Ksh 180 million required annually for all parks and reserves. The funding is distributed to 12 projects. In the 2002/03 financial year KWS as its road agency presented to KRB a budget of Ksh 60 million that was approved. In this year KWS actually received a total of Ksh 51 million from KRB. This funding is mainly used for maintaining the roads in Tsavo National Parks, Amboseli National Parks and other national parks.

8.2 MAIN FINANCIAL SOURCES

8.2.1 Overview

Financial resource for the road sector in Kenya has been, up to now, coming from governmental public funds. Private sector participation has been studied and discussed, but there has been currently not into practice. Public sources for the road sector can be broadly divided into two categories: internal (domestic) and external (foreign development donor aids). In terms of the domestic funding, the largest source is the Road Maintenance Levy Fund (RMLF) created in 1993, and managed by the Kenya Roads Board (KRB), and the second the Local Authorities Transfer Fund (LATF), set up in 1999, now managed by the Ministry of Local Government (MOLG). These are the most important public financial sources for road maintenance, rehabilitation and even development in Kenya. Before RMLF and LATF, funding for road sector mainly approved and allocated by the governmental institutions, i.e. by the MRPW for the classified roads and by the MOLG for the unclassified and urban roads.



Currently, except the RMLF and the LATF, which focus mainly on national road maintenance and rehabilitation, GOK almost has no other sources for road maintenance, but still arranges some relatively smaller and non-routine budgets for road development and for supporting to the new road construction projects financed by foreign donor aids. In addition, cess (a classic word means tax) is also a money source for the road maintenance. Main financial sources including the foreign development aids are described in the following sections.

8.2.2 RMLF

In response to the serious lack of sustainable sources of funding for road maintenance and repair and to the recommendations of the 1992 Seminar, a Road Maintenance Levy Fund (RMLF) Act was passed by Parliament in 1993. The Fund receives the proceeds from a fuel levy on any petroleum fuels consumed in Kenya, and from the transit tolls levied under the Public Roads Toll Act. The government responsible for administrating the RMLF up to year 2000 was the MRPW (the Permanent Secretary). However, with the Kenya Roads board Act of 1999, the responsibility for operating the Fund was transferred to KRB. In the first fiscal year of introduction of RMLF, the amount levied was about US$ 34 million, and up to FY 2001/02, it had grown to US$ 90 million with gradual increase in the levy rate. And in fiscal year 2003/04, it is over US$ 100 million. The collection and disbursement of RMLF for the last two and half years (FY2001/02, 2002/03 and 2003/04 (Jul-Dec)) are shown in Table 8.2-1. This table indicates that MRPW receives about 54% - 60% of the Fund in the latest two and half years and CCN received about 1.2% - 1.3%. Another data shows that in the fiscal 2003/04 over 31% of the RMLF is allocated for works on the classified D and E roads and below in the districts, about 7.5% for urban (of which 20% is for Nairobi), and the remaining 57% for classified A, B and C roads. KWS has a very small portion of the Fund for the maintenance of some classified roads in the parks.



TABLE 8.2-1 COLLECTION AND DISTRIBUTION OF RMLF Unit: Ksh

2003/04 (Jul-Dec) 2002/03 FY2001/02

Fuel Levy Receipts 4,081,423,000 7,739,101,836 7,836,411,000

Disbursement 3,716,420,000 6,920,940,822 7,858,043,000

Balance 365,003,000 818,161,014 -21,632,000

Breakdown of Disbursements

KRB 120,714,916 228,984,144 235,291,736

MRPW/RD: Class ABC Roads 2,293,583,387 4,003,017,283 4,208,874,750 District Roads-RD: Class DE & others

239,513,720 807,249,457 1,344,459,625

Urban Roads: Sub-total 198,063,400 675,689,939 894,222,358

MOLG/UDD 142,482,796 446,129,331 894,222,358

Nairobi City Council 45,614,645 93,247,222

Mombasa Municipal Council 31,162,504

Nakuru Municipal Council 5,971,153

Eldoret Municipal Council 3,994,806

LAs: 46 Towns & Municipalities 105,150,882

KWS: Park Roads 24,544,700 51,000,000

DRCs: Constituency Roads 840,000,000 1,155,000,000 1,175,194,479

Total 3,716,420,123 6,920,940,822 7,858,042,949

Rate of Disbursement (%)

MRPW/RD: Class ABC Roads 61.71 57.84 53.56

Nairobi City Council 1.23 1.35 0

KRB 3.25 3.31 2.99 Source: Progress Report by KRB, Annex II, Feb 2004, p13.

24% of the total RMLF were distributed to the 71 districts accordingly to a formula that accounts for differing needs in terms of land area, population, network length, traffic levels and economic activity. Current funding allocations obviously favour the rural network in disproportional manner. The urban roads receive only a small fraction of the RMLF, despite the fact that these roads carry most of the traffic and require the most expensive maintenance unit cost per km basis. Based on the KRB Act, RMLF is required to be allocated according to the breakdown: - At least 24% equitable to DRCs, - At least 16% equally to all constituencies, - At most 3% for KRM operation, and - The balance RMLF for other roads, i.e. for MRPW (about 57%).



Because of a big gap between road maintenance needs and actual limited funding sources managed by KRB, KRB is doing a study to increase fuel levy rate, applying Birmingham model to establish optimal fuel levy rate in order to enlarge fund amounts. The study is carried out under the Northern Corridor Transport Improvement Project under WB fund. In addition, KRB is considering a possibility of collection of other road related funds (LATF, cess etc), as well as land rate to be managed by KRB. For this, KRB has established the amount of cess collection at Ksh 373 million for FY 2002/2003, because the Agriculture Act (Cap 318) amended in 2002 stipulates that 80% of cess shall be used for road works.

8.2.3 LAFT and Cess

Financial reforms started by addressing the inter-governmental fiscal relations which resulted to the establishment of Local Authorities Transfer Fund (LATF), under the Local Authorities Transfer Act No.8 of 1998. Under the fund, the government allocated 5% of the total annual national income tax revenues for distribution to all local authorities in the country as a grant, based on transparent criteria. The fund is supporting good financial management, debt resolution, and service delivery and strengthening participatory development by involving stakeholder participation in Local Authority programs and activities. LATF is now operated and managed by MOLG. Cess is a sort of tax levied on the transactions of agricultural products. Cess is usually collected by the officials at the transaction centres of the independent authorities, agencies and/or boards in charge of the respective agricultural products. The management of Cess money however is not standardized. Some boards hand money over to local authorities, while others send it directly to MOLG. Recently part of Cess is controlled by KRB with its authority to administer 80% of cess. KRB is administering the Cess money maintaining the linkage with its disbursement to the programs for the collected locals. LATF and Cess are not fixed, and fluctuate from year to year. However, two principles under the LATF are clear: one is certain amounts (averagely about 20%) have to use in road maintenance; and another the amounts allocated for road maintenance should not be used for other ways, just for work projects. All money from the LATF needs to break-down in the program known as Local Authority Service Delivery Action plan (LASDAP). During FY 2002/03, a total of Ksh 199 million was disbursed for directly to designated projects. A total of 30 projects were undertaken dealing with improvement of roads, storm water drains and street lighting. The component of roads, storm water drains and street lighting makes up 33% of the total LASDAP projects at an estimated cost of Ksh 66.4 million.



Nairobi, in FY 2002/03, received Ksh 347 million, and 2003/04 Ksh 647 million from MOLG. Based on the regulation of CCN, there is approximately Ksh 60 million to be used for road maintenance and street lighting. Now KRB is administering part of Cess according to its vested authority to administer 80% of Cess fund. Cess funds are utilized for projects/ programs particularly to the respective fund collected areas.

8.2.4 Foreign Donor Aids

A number of foreign development partners including some international financial organizations have been financing the transport sector in Kenya for a long time. Recently some foreign development partners are active on road improvement, for example, on the Northern Corridor road EU is financing the reconstruction of the Mtito Andei – Sultan Hamud section (135 km) for which the construction works began in April 2003. It is planning to finance the Mai Mahiu – Naivasha – Lanet (85 km) section. EU is also engaged actively in the Roads 2000 program along with DANIDA (Denmark), SIDA (Sweden), KfW (Germany), AfD (France) and AfDB for rehabilitation and periodic maintenance of rural roads in about 26 districts. USA and UK are also assisting the government to improve the aviation safety and security and in this regard, the WB is working closely with the US Department of Transportation (Safe Skies Initiative for Africa) and DfID (Department for International Development) of UK to ensure coordination and harmonization of the World Bank’s involvement and avoidance of any duplication. The Nordic Development Fund (NDF) will co-finance (under parallel financing arrangements) one of the road sections under the project and part of the road sector institutional strengthening component (support to KRB). The different sector ministries hold regular roundtable discussions with the major development partners to coordinate their activities in the infrastructure sector. A joint appraisal mission was conducted with NDF (February 2004) to agree on the components to be funded by NDF and respective implementation arrangement. It had been the implicit agreement, in the early 1990s, that if GOK increased maintenance funding to the levels required for a sustainable road network, the donors would help to clear the back-log of reconstruction, rehabilitation and delayed periodic maintenance. Maintenance funding has increased substantiality, but donor assistance has been limited to the below anticipated level. Some World Bank funding had not been materialized due to the slow preparation of the Strategic Plan. The general reduction in donor assistance to Kenya had affected negatively. However, the donor aids are recovering since the establishment of new



government in the late 2002. A good example for this recovery is the quickened progress of the Northern Corridor Transport Improvement Project by IDA/ World Bank. From a new data, in FY 2003/04, development partners’ contribution was Ksh 3.7 billion, occupying 64% of the total development budget, while the GOK contribution was Ksh 2 billion, which was 36% of the total development budget. In FY 2004/05, donor aids has a big leap arriving to Ksh 7.8 billion, 78% of the total development budget because of the Northern Corridor project, and the GOK had a slight growth in development funding arriving to Ksh 2.2 billion. As a result the ratio of GOK fund for development decreased to 22%. From the past through the present and toward a visible future, donors aids have been and shall be an important source of fund for Kenyan road development and improvement.

8.3 PRIVATE SECTOR PARTICIPATION: CASE OF NORTHERN CORRIDOR PROJECT

8.3.1 Overview

Until recently, the almost universal model was that the road sector was owned, managed and financed by governments with the public sector for implementing much of the works. The role of the private sector was restricted to implementing contractor under the governments (central and local, in case of Kenya, MRPW and MOLG and local authorities) with the designs and standards established by the government. This model required large public works departments (such as the Roads Department of MRPW), large numbers of government engineers (such as engineers in RD) and usually extensive works organizations (such as the provincial works offices and district works offices belonging to RD), and equipment and plant holdings (such as the Department of Mechanical and Transport in MRPW). This was the model inherited by Kenya, and it provided good services for many years. Overtime there have been many modifications. Kenya road sector has been facing the declining effectiveness of the public sector model, and a huge and increasing financial gap in road maintenance and reconstruction. If the government does not have enough funds and donor funding is limited, it shall be necessary to increase the level of financing from the private sector in a number of ways. One of possible ways is the shadow road concession. In the case of the shadow toll, the private sector would be bearing the construction and maintenance cost risk, as well as a risk regarding the level of traffic. The private sector would have to evaluate the likely risks probability KRB defaulting on the payment of either the shadow toll or fixed payment schedule. On the other hand, KRB would need to evaluate the probability of the concessionaire failing to meet performance standards.



Another possible way is the toll road concession. This would be a much more controversial change to the current system of financing and managing roads in Kenya. In this case the concessionaire would be bearing the construction, maintenance and traffic risks and there would be a direct link of the road investment, the road use and the road charge. The private sector is neither a charity nor a donor partner and will not invest in Kenyan roads without the prospect of substantial profit. The private sector will be very selective, looking for the roads with high traffic volume which indicates substantial revenue earning potential. Because Kenya needs the private sector finance to rehabilitate its road network and because the Kenya road concession is strongly recommended by development partners, particularly by the World Bank, the private sector participation, the form of road concession, was discussed and studied several years ago. The most important study in this aspect is the Kenya Road Concession Assessment implemented by BKS and financed by the World Bank. The recent BKS report put forward the concept of a toll concession for the Northern Corridor and maintenance concessions on all the other main roads with a traffic flow of 500 vehicles per day and more. If Kenyan government adopts the proposal, the entire main road network shall be effectively placed under the private sector management and maintenance. The public sector’s role shall be to monitor that whether the service standards specified in the concession agreements being satisfied. This is a very radical departure from the traditional model, but may well be an attractive way forward, if efficient road services are to be guaranteed. Therefore, the road concession of the Northern Corridor project needs to be described in details from the perspective of road financial sources.

8.3.2 Road Concession Possibility

(1) Project Background The BKS Group was awarded the study “Road Concessions in Kenya” by the World Bank in May 2001. This study consists of two phases, namely, the phase one: Assessment of concession potential, and the phase two: Design of concession framework. By November 2004, the two phases have been completed and the final reports have been submitted to the Kenyan government. In the same line with the BKS study, the World Bank has been reviewing and preparing to implement the Northern Corridor Transport Improvement Project (NCTIP). The NCTIP is planned to consist of eight components, and the third component is the private sector participation in road management and maintenance. This component comprises: (a) technical assistance for facilitating concession of selected sections of the Northern Corridor road link;



and (b) initiating a pilot program of long-term performance based on maintenance and management of a selected sub-network (about 300 km) of lower traffic volume roads.

(2) Economic Considerations and Economic Impact Based on the BKS report, the investment on the Northern Corridor roads has very large economic impact. The proposed road construction and upgrading of the Northern Corridor are expected to increase the economic growth by 1% during the 3-year construction period. This investment is also expected to increase the gross domestic investment by 22%, the total domestic savings by 44%, and the gross domestic investment/ GDP by 4%. Applying economic internal rate of return 22%, which is average transport projects calculated by the World Bank, the project could earn an annual return of about US$ 77 million based on direct benefits compared to costs. If fund is borrowed domestically, upward pressure on domestic interest rates will occur due to the increased demand for fund. If fund is borrowed from abroad, the borrowing is expected to increase the domestic supply of money by 1.7% and may have consequent decreasing effect on the domestic interest rates. Considering the current balance of payment of Kenya which is net capital outflow and the Kenyan balance of the current account which is in a deficit (more than US$ 230 million in 2000), too much overall foreign debt may prevent new foreign aid loan to be materialized. In addition, foreign borrowing is expensive in terms of local currency considering the requirement of repayment, both interest and principal, by foreign currency. Furthermore, foreign borrowing by the GOK increases its debt service obligation which is already very high enough with its financial capacity. The use of road concession as a mechanism to finance for building road is considered appropriate for promoting equitable income distribution, since its income generation targets road users specifically who are generally regarded as more affluent members of society and in a better position to pay for roads. Concession therefore shifts the burden of paying for road development and maintenance from the general taxpayers to the road users. From the benefit-cost considerations, road construction by means of concession with tolling is economically viable if the construction can be materialized by some years earlier than the expected case of public funding since the economic benefits can be attained earlier. The additional tolling cost is thus offset by the additional economic returns accommodated by earlier construction. The number of years for that advantage depends on variables such as pavement conditions and traffic demand.

(3) Technical Considerations The extent of the potential shadow toll network – classified roads with ADTs of 500 vehicles



per day and more excluding the roads under the Northern Corridor – is 3,792 km. The fuel levy income for the potential shadow toll network, which is US$ 22.5 million, is sufficient to cover the estimated maintenance expenses of this network, which amounts to US$ 22.1 million. However, the current estimated backlog of the potential shadow toll network is US$ 360.5 million. The extent of road length for the potential conventional concession – the Northern Corridor from Mombasa to Malaba – is 922 km (excluding planned bypass for Mombasa, Nairobi and Nakuru).

(4) Types of Concession Arrangements Basically there are three types of concession arrangements that were studied. BOT Concessions Using Conventional Tolls The most important advantage of BOT concessions based on conventional tolls is that a new source of revenue, which is toll collected from road users, is to be introduced instead of increase in extraction from existing sources. The most important disadvantages of this type are firstly that road users are affected more directly since actual tolls being levied and secondly that significant toll-related capital, operating and maintenance costs associate. Another very important disadvantage is that high return on investment is indispensable to attract private investors. BOT Concessions Using shadow Tolls: The most important advantage of BOT concessions based on shadow tolls is that road users are not affected directly by such tolls, and that the capital, operating and maintenance costs associated with the implementation are low. Further advantage of shadow tolling is that existing sources of funding are being stretched to achieve the implementation of more projects at an earlier date by effectively using private sector loan financing. The most important disadvantage is that no new funding source for additional support of shadow toll projects. Another very important disadvantage is that these projects require high return on capital investment which satisfies private investors. Construction Contract Combined with Maintenance Concession (MOT: Maintain, Operate and Transfer Concession): The most important advantage of this approach is that the funding of the initial project largely depends on traditional funding sources (foreign development partners, fuel levy income). This approach significantly reduces the fund preparation requirement of private investors comparing to a normal BOT project. Another very important advantage is that private sector expertise in funding, and in execution of road operation and maintenance is expected to be



materialized in effective manner. Disadvantage of this approach is that the initial funding depends on traditional sources which are limited.

(5) Financial Considerations Financial evaluations were performed to determine the toll levels at which the most logical conventional road concession project, namely the Northern Corridor project, would be financially viable form the perspective of a private sector concessionaire. Financial evaluations were performed for the three scenarios:

S1: Northern Corridor (A109/A104 Mombasa - Malaba); S2: Northern Corridor East (A109 Mombasa - Nairobi); S3: Northern Corridor West (A104 Nairobi - Malaba);

The financial results obtained indicated acceptable DSCRs(Debt Service Cover Ratio)(＞1.25) as well as high IRRs (＞28% pa) for all scenarios. The affordability of toll tariffs is an essential prerequisite for the viability of a conventional concession. Affordability is assumed if the direct short-term benefits exceed the toll tariffs by a reasonable margin, which was the case for all conventional toll scenarios. Financial evaluations were further performed for all classified road with average daily traffic volumes above 500 vpd to determine the shadow toll levels at which the most logical roads i.e. higher traffic volume roads, would be financially viable from the perspective of a private sector concessionaire. Financial evaluations were performed for the following scenarios: S4: All classified roads with ADT volumes above 500 vpd; and S5: All classified roads with ADT volumes above 500 vpd excluding northern corridor (A109/A104 Mombasa-Nairobi-Malaba). The financial results obtained indicated acceptable DSCRs (＞1.25) as well as high IRRs (＞28% pa) for both scenarios. However, the revenue streams required by the Concessionaire from the GOK or its development partners for these shadow-tolling scenarios were significant.

APPENDIX 10

TRAFFIC SURVEY AND ANALYSIS

Page

10.1 TRAFFIC SURVEY LOCATION AND ZONING SYSTEM A10-1 10.2 PERSON TRIP SURVEY A10-8 10.3 CORDON LINE SURVEY A10-17 10.4 SCREEN LINE SURVEY A10-21 10.5 TRAFFIC COUNT SURVEY A10-24 10.6 PUBLIC TRANSPORT USERS SURVEY A10-28 10.7 TRAVEL SPEED SURVEY A10-35 10.8 STATED PREFERENCE SURVEY A10-39



APPENDIX 10 TRAFFIC SURVEY AND ANALYSIS

10.1 TRAFFIC SURVEY LOCATION AND ZONING SYSTEM

FIGURE 10.1-1 TRAFFIC SURVEY LOCATIONS (TRAVEL SPEED SURVEY)



FIGURE 10.1-2 TRAFFIC SURVEY LOCATIONS

(PUBLIC TRANSPORT USERS SURVEY)



TABLE 10.1-1(1) ZONING SYSTEM (NAIROBI) 1/3

No. Zone Code Sub-location Zone Code Location(TAZ) Zone Code Division1 1 City center1 1 Starehe1 1 Central2 2 City center23 3 City center34 4 City square1 2 Starehe25 5 City square26 6 City square37 7 Pangani 3 Kariokor8 8 Ziwani/Kariokor9 9 Mathare 4 Mathare

10 10 Mabatini11 11 Mlango Kubwa12 12 Kia Maiko 5 Haruma13 13 Huruma14 14 Ngara East 6 Ngara15 15 Ngara West16 16 Makongeni/Kaloleni 7 Makongeni 2 Makadara17 17 Harambee 8 Makadara18 18 Hamza/Lumumba19 19 Mbotela 9 Maringo20 20 Ofafa Maringo21 21 Landi Mawe1 10 Viwandani22 22 Landi Mawe223 23 Viwandani24 24 Hazina 11 Mukuru Nyayo25 25 Nairobi South26 26 Kariobangi North 12 Kariobangi 3 Kasarani27 27 Baba dogo28 28 Gotathuru 13 Korogocho29 29 Nyayo30 30 Kiwanja 14 Kahama

31 31 Kahama West/Juak/Kongo Soweto

32 32 Githurai/Kamuthi 15 Githurai33 33 Mathare 4A 16 Ruaraka34 34 Utalii35 35 Mathare North36 36 Roysambu/Njathaini 17 Roysambu37 37 Garden38 38 Mwiki 18 Kasarani39 39 Kasarani

TAZ: Traffic Analysis Zone(refer to Chapter 12)

Small Zoning System Large Zoning SystemMidium Zoning System




No. Zone Code Sub-location Zone Code Location(TAZ) Zone Code Division40 40 Embakasi 19 Embakasi 4 Embakasi41 41 Mihang'o42 42 Mukurukwa Njenga 20 Mukurukwa Njenga43 43 Imara Daima44 44 Umoja 21 Umoja45 45 Savannah46 46 Kayole 22 Kayole47 47 Komarock48 48 Njiru 23 Njiru49 49 Maili Saba50 50 Dandora 'A' 24 Dandora51 51 Dandora 'B'

52 52 Kariobangi South/Mowlem

25 Kariobangi S

53 53 Ruai 26 Ruai54 54 Ngundu55 55 Airbase 27 Eastleigh North 5 Pumwani56 56 Eastleigh North57 57 Eastleigh South 28 Eastleigh South58 58 California

59 59 Majengo/Gorofani/Bondeni/Gikomba 29 Punwani

60 60 Kimathi 30 Bahati61 61 Uhuru62 62 Shauri Moyo 31 Kamukunji63 63 Muthurwa/Kamukunji

64 64 Upper parklands/Spring Valley 32 Parklands 6 Westlands

65 65 Loresho/Kyuna 33 Kitisuru66 66 Kitisuru67 67 Muthaiga 34 Highridge68 68 Karura69 69 Highridge170 70 Highridge271 71 Gihagi 35 Kangemi72 72 Mountain View73 73 Kangemi74 74 Kilimani1 36 Kilimani75 75 Kilimani276 76 Kilimani377 77 Kilimani478 78 Kileleshwa79 79 Muthangari1 37 Lavington80 80 Muthangari281 81 Maziwa


Small Zoning System Midium Zoning System Large Zoning System




No. Zone Code Sub-location Zone Code Location(TAZ) Zone Code Division82 82 Waithaka 38 Waithaka 7 Dagoretti83 83 Mutuini/Kirigu 39 Mutuini84 84 Ruthimitu 40 Uthiru/Ruthmitu85 85 Uthiru86 86 Kawangware 41 Kawangware87 87 Gatina88 88 Riruta 42 Riruta89 89 Ngando90 90 Kenyatta1 43 Kenyatta91 91 Kenyatta292 92 Golf Course 44 Golf Course93 93 Woodley94 94 Kibera/Makina 45 Kibera 8 Kibera95 95 Silanga/Lindi96 96 Langata/Hardy 46 Langata/Karen97 97 Karen/Lenana98 98 Mugumoini/Bomas 47 Mugumoini99 99 Nairobi West 48 Nairobi West

100 100 South 'C'101 101 Laini Saba 49 Laini Saba102 102 Nyayo Highrise103 103 Gatwikira 50 Sera Ngombe104 104 Olympic





TABLE 10.1-1(4) ZONING SYSTEM (THIKA, KIAMBU, KAJIADO, MACHAKOS)

No. Zone Code Location Zone Code Division Zone Code District105 1001 Thika Municipal

106 1002 Gatuanyaga107 1003 Samuru 52 Kakuzi108 1004 Juja109 1005 Riuru1110 1006 Riuru2111 2001 Kikuyu, Kinoo, Karai112 2002 Muguga,Kabete,

Nyathuna113 2003 55 Limuru114 2004 Ruaka, Kiambaa, Kihara115 2005 Kiambaa S/area,

Waguthu, Ting'ang'a,Riabai, Kamiti

116 2006 Ndumberi, Cianda117 2007 Ikinu 57 Githunguri118 3001 Ngong, Oloolua119 3002 S. Keekonyoike120 3003 Kiserian121 3004 Ongata Rongai,

Nkaimoronya122 3005 Kitenkela 59 Central123 4001 Kyeleni,Kyanzavi124 4002 Koma rock125 4003 Kalandini,Tala,Matungulu,

Nguluni126 4004 61 Kangundo127 4005 Katani128 4006 Lukenya1129 4007 Lukenya2130 4008 Settled area

11

12

Thika

Kiambu

Kajiado

MachakosMatunguru

Mavoko

51

53

53

56

58

60

62

Ruiru

Kiambaa

Ngong


Municipality 9

Kikuyu 10



TABLE 10.1-1(5) ZONING SYSTEM (OUT OF THE STUDY AREA)

No. Zone Code Location Zone Code Division Zone Code ProvinceKakuzi(excluded Sumuru) 63Ithanga, Mitumbir

132 5002 Gatanga, Gatundu, KamwangiGithwnguri(excluded Ikinu) 64Lari

134 5004 Central, Ndithini, Nwala, Kalama 65Kathian(ecluded Mitaboni)Yatla, Masinga, YathuiNgong(C. Keekoniyoike, Mosiro) 66Central(excluded Kitenkela)Magadi, Mashuru, Namanga,Loitokitok

No. Zone Code Division Zone Code Province Zone Code Country137 6001 Nyandarua138 6002 Kirinyaga, Murang'a, Nyeri,

Maragua139 6003 Makueni140 6004 Kitui, Mwingi141 6005 Embu, Mbeere, Meru Central,

Tharaka, Nithi(Meru S.)142 6006 Isiolo, Marsabit, Meru North, M143 6007 Kilifi, Kwake, Lamu, Monbasa,

Taita taveta, Tana river, Malindi69 COAST

144 6008 all 70 NORTH EASTERN145 6009 Narok,Trans mara146 6010 Nakuru147 6011 Bomet, Kericho,Keiyo, Koibatek,

Nandi, Trans nzoia, UasinGishu,Baringo, Marakwet,Turkana, WestPokot,Laikipia,Samburu

148 6012 all 72 NYANZA, WESTERN149 7001 TANZANIA150 7002 UGANDA151 7003 SUDAN152 7004 ETHIOPIA153 7005 SOMALI

135001

5003

5005

5006

Thika

Kiambu

Machakos

Kajiado

CENTRAL

EASTERN

R/VALLEY


131

133

135

136


CENTRAL KENYA14

15

67

68

71

73

EASTERN

R/VALLEY



10.2 PERSON TRIP SURVEY

10.2.1 Person Trip Survey Form

FORM 1: HOUSEHOLD INFORMATION

OFFICIAL USEName of surveyorName of supervisorName of coderName of encoderName of area coordinatorDate of survey (dd:mm)Date of trips surveyed (dd:mm)Household No.

INSTRUCTION: To be completed by HEAD of HOUSEHOLD(1)ADDRESS OF HOUSEHOLD

(2) HOW MANY PEOPLE RESIDE IN YOUR HOUSEHOLD?

Under 5yrs.

MaleFemalTotal

(3) WHAT IS THE TOTAL MONTHLY HOUSE-HOLD INCOME? (pls. check one)

GOVERNMENT

1. BICYCLE 1.BYCYCLE

2. MOTOR CYCLE 2. MOTOR CYCLE

3. CAR /4WD 3. CAR /4WD

4.TRUCK 4.TRUCK

5.OTHERS 5.OTHERS

Kshs

(7) LENGTH OF STAY IN PRESENT HOUSE (8) RACE OF INFORMANT

1. AFRICAN

YEARS 2. ASIAN

3. EUROPEAN

4. MIXED ORIGIN

HOUSE and LAND

(5) HOW MANY VEHICLES ARE RENTED BY COMPANY OR

TYPE NO. OF UNITS TYPE NO. OF UNITS

OWN

NUTrans HIS Questionnaire Form

City / Municipality

No. / Building Street Estate / District

(6) OWNERSHIP OF HOUSE AND LAND

P/MONTHRENTED

10. Kshs100,000 OVER

3. Kshs5,000-9,999

4. Kshs10,000-14,999

5. Kshs15,000-19,999

6. Kshs20,000-29,999

7. Kshs30,000-39,999

8. Kshs40,000-49,999

9. Kshs50,000-99,999

1. Under Kshs1,999

2. Kshs2,000-4,999

(4) HOW MANY VEHICLES ARE OWNED BY HOUSEHOLD

5yrs. oldHousehold Helpers

(ex. Maid)and above

FIGURE 10.2-1(1) PERSON TRIP SURVEY SHEET



FORM 2: HOUSEHOLD MEMBER INFORMATION

OFFICIAL USE

INSTRUCTION: To be completed for every HOUSEHOLD MEMBER aged 5yrs, and above

(1) AGE (2) SEX:(pls check) Male Female

(3) WORK ADDRESS

(4) SCHOOL ADDRESS

(5) OCCUPATION (6) EMPLOYMENT SECTOR (7) MONTHLY INCOME(Pls Encircle) (Pls Encircle) (Pls Encircle)

1.Officials of Govt. & Special 1.Agriculture, Hunting & Forestry

Interest Org., Corporate Exec., 2. Fishing

Mangers, Managing 3.Mining & Quarrying

2.Professionals 4.Manufacturing

3.Technical & Assoc. Professionals 5.Electricity, Gas & Water Supply

4.Clerical Worker 6.Construction

5.Service Workers & Shop & Market Workers 7.Wholesales & Retail Trade; Repair

6.Farmers, Forestry Workers & of Motor Vehicles Motorcycles,

Fisherman Personal & Household Goods

7.Traders & Related Workers 8.Hotels & Restaurants

8.Plant & Machine Operators & Assemblers 9.Transport, Storage & Comm.

9.Laborers & Unskilled Workers 10.Financial Intermediation

10. Teacher & School Workers 11.Real Estate, Renting & Business Activities

11.Student (Elem.) 12.Public Adm. & Defense

12.Student (H.S. & Univ.) 13.Education

13.Housewife 14.Health & Social Work

14.Jobless 15.Other Community, Social & Personal Service

15.Others, specify 16.Private Households

17.Extra-territorial Organizations

1. Yes 2. No

City / Municipality

No. / Building Street

1. Under Kshs1,999

Estate / District

City / Municipality

HOUSEHOLD No. ID No.

No. / Building Street Estate / District

(8) DRIVER'S LICENSE HELD.

5. Kshs15,000-19,999

2. Kshs2,000-4,999

3. Kshs5,000-9,999

4. Kshs10,000-14,999

10. Kshs100,000 OVER

6. Kshs20,000-29,999

7. Kshs30,000-39,999

8. Kshs40,000-49,999

9. Kshs50,000-99,999




TRIP INFORMATIONINSTRUCTION: To be completed for every HOUSEHOLD MEMBER aged 5yrs, and above

a.8. Religious and Social9. Wholesale and Retail Shop

10. Restaurant / Entertainment b. b.

11. Others

c. AM c. AM

PM PM

d. AM d. AM

PM PM

e. e.

f. f.

g. g.

12.Trailer

13. KR (Railway)

14.Others

If Driver write D

If Passenger write P h. h.

i. i.

4th Transfer4th Transfer

2nd Transfer

Next Mode

3rd Transfer 3rd Transfer

Next Mode

(Give address/land mark,famous bldg. nearby)

AS IN

:

Hours Minutes

1st TRIP

If Mode of TRAVEL is Private carwrite No. of passenger

No. /Building Street

Estate/District City

:

:

Hours Minutes

FORM 3:

TRIP PURPOSE

2nd TRIPTRIP INFORMATION

OF 1st TRIP

7. Shopping

INFORMATION IS

4. Factory / warehouses

5. School / Universities

Educational

3. Office / Bank

Hours Minutes

Where did this trip begin?

6. Recreational Place, Park

8. Others

7. Medical and Welfare

3. To School

4. Personal Business

5. Firm Business

6. Social

1. To Home

2. To Work Where did this trip end?

(6) DESTINATION

Hours Minutes

(2) INSTITUTION of

:

(10) DRIVER or

No. /Building StreetNo. /Building Street

(7) TRIP PURPOSE

Original Mode TRANSFER POINT

Next Mode

Next Mode

2. Bicycle

1. Walking

11.Truck

3. Motor Cycle (8) MODE of TRAVEL

(Give address/land mark,famous bldg. nearby)

If you transferred toanother vehicle / mode oftravel during the trip, statethe mode you changed toand the place. (Give streetintersection/ famous bldg.or land mark).

(9) TRANSFER

MODE of TRAVEL

10. School/ Co./Tourist Bus

8. Taxi

9. Private Car

Estate/District City Estate/District City

1st Transfer

Next Mode

Original Mode

1st Transfer

Next Mode

2nd Transfer

TRANSFER POINT

(11) No. of PASSENGER

DESTINATION

(1) ORIGIN

PASSENGER

4. Tricycle

5. Matatu

6. Metro Shuttle

7. Bus

ORIGIN

(3) TIME STARTED

(4) TIME of ARRIVAL

(5) INSTITUTION of

(only for Passenger Car)

(only for Passenger Car)

ORIGIN AND DESTINATION

1. Residence (Home)

2. Commercial Institution




10.2.2 Survey Results

Modal Share by Trip Purpose The share of “walking” mode to trip “to work” is just 29% which is the lowest among all trip purposes. Figure 10.2-1 shows the mode composition of each trip purpose.

65.3%

58.0%

28.8%

47.3%

14.0%

14.4%

17.1%

22.6%

39.3%

29.6%

6.6%

21.5%

0% 20% 40% 60% 80% 100%

Others

To School

To Work

To Home

Walking Two-wheel Mode Private Car/Taxi/TruckMatatu Bus Scool/Co./ BusKR(Railway) Others

FIGURE 10.2-1 MODAL SHARE BY TRIP PURPOSE

TABLE10.2-1 MODAL SHARE BY TRIP PURPOSE

HOME WORK SCHOOL OTHERS TOTAL Walking 1,060,324 347,110 273,457 586,388 2,267,280 Two-wheel Mode 23,701 22,314 2,052 7,344 55,411 Private Car/Taxi/Truck 321,594 259,471 30,917 125,720 737,702 Matatu 662,547 473,796 106,656 153,406 1,396,405 Bus 87,232 60,085 14,068 17,684 179,068 School/Co./ Bus 72,094 29,241 43,545 5,415 150,296 KR(Railway) 9,998 10,158 759 617 21,533 Others 3,202 2,750 209 1,600 7,762 Total 2,240,692 1,204,926 471,665 898,174 4,815,457

Modal Share by Car Ownership As expected, the modal share of “private car/taxi/truck” is very high at 52% to “with car” household. “walking” is the main mode of “without car” household which stands at 54%.



47.1%

24.9%

54.0%

15.3%

52.0%

29.0%

14.5%

33.5%

3.9%

0% 20% 40% 60% 80% 100%

Total

W/ Car

W/O Car

Walking Two-wheel Mode Private Car/Taxi/TruckMatatu Bus Scool/Co./ BusKR(Railway) Others

FIGURE 10.2-2 MODAL SHARE BY CAR OWNERSHIP

Modal Share by Zone Private mode (car and taxi) share in the west area is higher than the other areas. While the share of public mode in the east area is high.

FIGURE 10.2-3 MODAL SHARE BY ZONE (ORIGIN ZONE BASE)

Legend



Trip Rate by Personal Attribute As for the trip rate by gender, the trip rate of male is higher than that of female. The former trip rate is 2.44 trips while the latter is 2.04 trips. As for the occupation, employee is the highest among them, and by household car ownership, with-car household is higher than those without-car. Comparing that by household income class, high income group is the largest among them.

Trip Rates by Gender

0.000.50

1.001.50

2.002.50

3.00

Others 0.41 0.43

To School 0.21 0.23

To Work 0.69 0.42

To Home 1.12 0.96

Male Female

Trip Rates by Occupation

0.000.501.001.50

2.002.50

3.00

Others 0.45 0.28 0.51

To School 0.02 0.82 0.02

To Work 0.92 0.05 0.19

To Home 1.17 1.08 0.64

Employee Student Un-Employee

Trip Rates by Car Ownership

0.00

0.50

1.001.50

2.00

2.50

3.00

Others 0.42 0.42

To School 0.21 0.24

To Work 0.55 0.61

To Home 1.04 1.06

W/O Car W/ Car

Trip Rates by HH Income Class

0.000.50

1.001.50

2.002.50

3.00

Others 0.46 0.39 0.40

To School 0.20 0.23 0.24

To Work 0.52 0.56 0.62

To Home 1.04 1.04 1.06

Low Middle High

FIGURE 10.2-4 TRIP RATE BY PERONAL ATTRIBUTE



Trip Generation and Attraction Excluding home trips, which are generally generated and attracted based on zonal population, other trip purposes have different characteristics. Work trips are generating in large scale from residential areas since their occurrences correlate with the size of the population. The volume of attraction is high in employment areas, such as the central commercial and business area as well as in the industrial areas.

Trip

Generation

Trip

Attraction

FIGURE 10.2-5 TRIP GENERATION AND ATTRACTION BY TRIP PURPOSE



Trip Distribution by Travel Mode The flow patterns by travel mode is generally the same as the total trip pattern. Private mode trip flows increase in volume at the west area (WESTLANDS) and Public mode trip flows increase at the east area (KASARANI and EMBAKASI).

WALK Trips

Unit: 00 trips

PRIVATE Mode Trips

Unit: 00 trips

PUBLIC Mode Trips

Unit: 00 trips

FIGURE 10.2-6 TRIP DISTRIBUTION BY TRAVEL MODE



Departure and Arrival Time of Trips Most of WORK and SCHOOL trips start between 6:00 and 7:00 and arrive at 7:00 to 8:00. The morning peak ratio is 43% in WORK trip departure, and 51% in SCHOOL trip. The peak ratio of arrival time is 38% in WORK trip, and 54% in SCHOOL trip. In addition, the evening peak is considered between 16:00 to 18:00 and the ratio is lower than the morning peak.

0%

10%

20%

30%

40%

50%

60%

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24

To Home To Work To School Others Total

(Starting Time of Trip Generation)

0%

10%

20%

30%

40%

50%

60%

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24

To Home To Work To School Others Total

(Arriving Time of Trip Generation)

FIGURE 10.2-7 STARTING AND ARRIVING TIME OF TRIPS

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