Kinston Bypass (R-2553) Traffic Forecast iTechnical Memorandum – November 7, 2016

TRAFFIC FORECASTTECHNICAL MEMORANDUM

KINSTON BYPASS ALTERNATIVES STUDY

TIP PROJECT R-2553LENOIR, JONES & CRAVEN COUNTIES

PROJECT #: 6300030470WBS #: 34460

Prepared by

Parsons Brinckerhoff434 Fayetteville Street, Suite 1500

Raleigh, North Carolina 27601

Prepared for the

NORTH CAROLINA DEPARTMENT OF TRANSPORTATIONTransportation Planning Branch

Raleigh, North Carolina

November 7, 2016

Kinston Bypass (R-2553) Traffic Forecast iiTechnical Memorandum – November 7, 2016

TABLE OF CONTENTS

1.0 INTRODUCTION ............................................................................................................ 1

1.1 Project Location ...................................................................................................... 11.2 Roadway Network ................................................................................................. 1

2.0 PROJECT DESCRIPTION ............................................................................................... 4

2.1 History ..................................................................................................................... 42.2 Fiscal Constraint ..................................................................................................... 52.3 Alternatives ............................................................................................................. 5

3.0 DATA COLLECTION .................................................................................................... 10

3.1 Classification Counts ............................................................................................ 103.2 Turn Movement Counts ....................................................................................... 103.3 Convert Class Counts to AADT .......................................................................... 103.4 Convert TMC to Quadrant Volumes .................................................................. 103.5 Comparison with Historic AADTs ...................................................................... 11

4.0 TRAVEL DEMAND MODEL ....................................................................................... 13

4.1 Model Review ....................................................................................................... 134.2 Base Year and No Build Network Modifications ............................................... 154.3 Development of Build Networks ........................................................................ 16

5.0 DEVELOPMENT OF PROJECT LEVEL TRAFFIC FORECASTS ............................ 18

5.1 Development of Mainline Volumes .................................................................... 185.2 Development of Turn Movements ...................................................................... 185.3 No Build Alternative ............................................................................................ 195.4 Build Alternatives ................................................................................................. 195.5 Screenline Comparison of Alternative Forecasts ............................................... 20

6.0 TRAFFIC FACTORS ...................................................................................................... 23

6.1 Directional Splits (D) ............................................................................................ 236.2 Design Hour Volume Percentage (K).................................................................. 236.3 Truck Percentages ................................................................................................ 24

7.0 TRAFFIC FORECASTS.................................................................................................. 26

7.1 No Build Alternatives .......................................................................................... 267.2 Build Alternatives ................................................................................................. 26

8.0 TRAFFIC ESTIMATES FOR SHALLOW BYPASS .................................................... 27

Kinston Bypass (R-2553) Traffic Forecast iiiTechnical Memorandum – November 7, 2016

LIST OF TABLES

Table 1. Bypass Alternatives Evaluated ................................................................................ 5

Table 2. Proposed Interchanges, Length and Travel Time along Bypass Alternatives ..... 9

Table 3. Socio-Economic Data from Model .......................................................................... 14

Table 4. Population Estimates and Projections for Lenoir County .................................... 14

Table 5: Total Employment for GTP TAZs in BY 2011 and FY 2040 .................................. 15

Table 6. Total Trips in Base Year 2011 and No Build 2040 Models .................................... 15

Table 7. Base Year and Future Year Network Modifications ............................................ 16

Table 8. Screenline Analysis of 2040 Forecasts .................................................................... 22

Table 9. Traffic Design Factors – D, K and HV at Key Locations ....................................... 25

Table 10. Scenarios for AADT Estimates with Shallow Bypass ........................................ 27

Table 11. Screenline Summary for Shallow Bypass Estimates .......................................... 28

LIST OF FIGURES

Figure 1. Study Area Map ....................................................................................................... 3

Figure 2. Kinston Bypass Alternatives .................................................................................. 8

Figure 3. Historical AADT Map ........................................................................................... 12

Figure 4. TransCAD Model Network with Bypass Alternatives ...................................... 17

Figure 5. Screenlines for Comparing Forecasts ................................................................... 21

LIST OF APPENDICES

APPENDIX A TRAFFIC FORECASTS

APPENDIX B FORECAST DOCUMENTATION TABLES

APPENDIX C TRAFFIC ESTIMATES FOR SHALLOW BYPASS INTERCHANGE OPTIONS

APPENDIX D DETAILED TRAFFIC COUNTS (ELECTRONIC TRANSMITTAL ONLY)

APPENDIX E TRANSCAD MODEL FILES (ELECTRONIC TRANSMITTAL ONLY)

Kinston Bypass (R-2553) Traffic Forecast ivTechnical Memorandum – November 7, 2016

APPENDIX A – Traffic Forecasts

A1 Scenario 1 – 2015 Base Year Existing Conditions

A2 Scenario 2 – 2015 Base Year Build Alternative 1 (Upgrade US 70)

A3 Scenario 3A – 2015 Base Year Build Alternative 1S-S5 (Shallow Bypass with 5 interchanges)

A4 Scenario 3B – 2015 Base Year Build Alternative 1S-P4 (Shallow Bypass with 4 interchanges &

rerouting of existing US 17 to NC 58)

A5 Scenario 4 – 2015 Base Year Build Alternative 11

A6 Scenario 5 – 2015 Base Year Build Alternative 12

A7 Scenario 6 – 2015 Base Year Build Alternative 31

A8 Scenario 7 – 2015 Base Year Build Alternative 32

A9 Scenario 8 – 2015 Base Year Build Alternative 35

A10 Scenario 9 – 2015 Base Year Build Alternative 36

A11 Scenario 10 – 2015 Base Year Build Alternative 51

A12 Scenario 11 – 2015 Base Year Build Alternative 52

A13 Scenario 12 – 2015 Base Year Build Alternative 63

A14 Scenario 13 – 2015 Base Year Build Alternative 65

A15 Scenario 14 – 2040 Horizon Year No Build

A16 Scenario 15 – 2040 Horizon Year Build Alternative 1 (Upgrade US 70)

A17 Scenario 16A – 2040 Horizon Year Build Alternative 1S-S5 (Shallow Bypass with 5 interchanges)

A18 Scenario 16B – 2040 Horizon Year Build Alternative 1S-P4 (Shallow Bypass with 4 interchanges

& rerouting of existing US 17 to NC 58)

A19 Scenario 17 – 2040 Horizon Year Build Alternative 11

A20 Scenario 18 – 2040 Horizon Year Build Alternative 12

A21 Scenario 19 – 2040 Horizon Year Build Alternative 31

A22 Scenario 20 – 2040 Horizon Year Build Alternative 32

A23 Scenario 21 – 2040 Horizon Year Build Alternative 35

A24 Scenario 22 – 2040 Horizon Year Build Alternative 36

A25 Scenario 23 – 2040 Horizon Year Build Alternative 51

A26 Scenario 24 – 2040 Horizon Year Build Alternative 52

A27 Scenario 25 – 2040 Horizon Year Build Alternative 63

A28 Scenario 26 – 2040 Horizon Year Build Alternative 65

Kinston Bypass (R-2553) Traffic Forecast vTechnical Memorandum – November 7, 2016

APPENDIX B – Forecast Documentation Tables

B1 Data Collection

B2 Historical AADTs

B3 Growth Rate

B4 Past Forecasts

B5 Design Factors

APPENDIX C –Traffic Estimates for Shallow Bypass Interchange Options

C1 Scenario S4 - ABDE

C2 Scenario S4 - ABCE

C3 Scenario S3 - ABE

C4 Scenario S2 - AE

C5 Scenario P3 - ABD

C6 Scenario P2 – AD

APPENDIX D – Detailed Traffic Counts

D1 Data Collection Summary

D2 Count Location Maps

D3 13-Hr and 24-Hr Turn Movement Summary

D4 Tube Counts

D5 Turn Movement Counts

APPENDIX E – TransCAD Model Files

E1 2015 Model Files

E2 2040 Model Files

Kinston Bypass (R-2553) Traffic Forecast 1Technical Memorandum – November 7, 2016

1.0 INTRODUCTION

The North Carolina Department of Transportation (NCDOT) is currently studying alternatives for a US70 bypass highway around the City of Kinston, North Carolina as part of the TransportationImprovement Project (TIP) project number R-2553. As part of the alternatives analysis process, trafficforecasts are needed for each alternative to evaluate the feasibility and operations of the proposed bypassalternatives. Parsons Brinckerhoff (PB) was retained to assist NCDOT in developing traffic forecasts forthe TIP project R-2553.

This Traffic Forecast Technical Memorandum documents the travel demand modeling and forecastingmethodologies and assumptions used in developing future year traffic forecasts for each of the proposedalternatives.

1.1 Project Location

The City of Kinston is located in eastern North Carolina in the northwestern section of Lenoir Countyalong US 70 (see Figure 1). It is located approximately 1.5 hours’ drive (80 miles) east from Raleigh andis situated between two major cities: Goldsboro to the west and New Bern to the east. The City of Kinstonis also the home of the Global TransPark, a combined airport (Kinston Regional Jetport at Stallings Field)and industrial complex developed by the State of North Carolina.

1.2 Roadway Network

Figure 1 shows that the City of Kinston is currently served by five major US and NC highways whichpass through the center of the town: US 70, US 258, NC 11, NC 55, and NC 58. In addition, the C.F.Harvey Parkway, locally signed as NC 148, provides an east-west highway along the northern parts ofthe City of Kinston and serves as the primary access to the Global TransPark. The City of Kinston andLenoir County are included in NCDOT Division 2. Specific features of the roads in the study area aredescribed next.

· US 70 is a four-lane major east-west highway providing vital link to eastern North Carolina byproviding connections to Raleigh and I-95 to the west, as well as multiple municipalities in easternNorth Carolina including Goldsboro, La Grange, Kinston, Dover, and New Bern. The posted speedlimit along US 70 ranges from 55 miles per hour (mph) on the western and eastern approaches to 45mph within Kinston. The roadway has multiple traffic signals and provides access to retail and otherdevelopments within Kinston. US 70 is classified as ‘Rural Principal Arterial’ outside of the Kinstoncity limits and as ‘Other Principal Arterial’ within the Kinston urbanized area. US 70 is identified onNCDOT’s Strategic Highway Corridor Vision Plan as a future freeway from Raleigh to MoreheadCity. For this entire distance, the US 70 corridor is being studied separately as part of the US 70Corridor Study (also referred to as Super 70).

· US 258 is primarily a two-lane north-south highway providing regional connections to Jacksonvilleto the south and Farmville and Tarboro to the north. Through the City of Kinston, US 258 provides

Kinston Bypass (R-2553) Traffic Forecast 2Technical Memorandum – November 7, 2016

access to US 70 from the south. US 258 has a wider five-lane cross-section north of US 70, and servesas the primary existing access between US 70 and the Global TransPark. It is posted at 45 mph speedlimit. US 258 is classified as ‘Rural Minor Arterial’ outside of the Kinston city limits and ‘OtherPrincipal Arterial’ within the Kinston urbanized areas. US 258 is identified on NCDOT’s StrategicHighway Corridor Vision Plan as a future expressway south of US 70 to NC 24.

· NC 11 is a two-lane rural road providing access to I-40 to the southwest in Duplin County. North ofKinston, NC 11 is a multi-lane highway providing access to Greenville, located 30 miles north-east ofKinston. Within Kinston, NC 11 is a multi-lane roadway that crosses US 70 and crosses throughdowntown. NC 11 is classified as ‘Rural Major Collector’ outside of the Kinston city limits and as‘Other Principal Arterial’ within the Kinston urbanized areas. NCDOT’s Strategic Highway CorridorVision Plan identifies NC 11 as a future freeway from I-40, continuing north through Kinston (onnew alignment in downtown) to US 264 west of Greenville.

· NC 55 is a two-lane rural highway providing east-west access in eastern North Carolina. WithinKinston, NC 55 merges with NC 11 through the downtown area. NC 55 is classified as ‘Rural MajorCollector’ outside of the Kinston city limits. Within the Kinston urbanized areas, NC 55 is classifiedas ‘Minor Arterial’ south and west of downtown and as ‘Other Principal Arterial’ within downtownand to the northeast.

· NC 58 is a two-lane state road, providing north-south connection in Kinston. NC 58 is classified as‘Rural Major Collector’ outside of the Kinston city limits. Within the Kinston urbanized areas, NC 58is classified as ‘Other Principal Arterial’ in the downtown area and as ‘Minor Arterial’ north ofdowntown.

· The C.F. Harvey Parkway (NC 148) provides an east-west link in northern Kinston from US 70 on thewest to NC 58. It is comprised of two main sections. Between US 70 and US 258, the recentlyconstructed Parkway extension is a four lane freeway with interchange access at both US 70 and US258. Between US 258 and NC 58, the Parkway is a four lane divided highway section with trafficsignals along major intersections, including the intersections which serve as the primary access pointsto the Global TransPark. This roadway is classified as ‘Other Principal Arterial.’

Kinston Bypass (R-2553) Traffic Forecast 3Technical Memorandum – November 7, 2016

Figure 1. Study Area Map

Kinston Bypass (R-2553) Traffic Forecast 4Technical Memorandum – November 7, 2016

2.0 PROJECT DESCRIPTION

The purpose of the TIP project R-2553 is to evaluate highway bypass alternatives that would provide analternate option to using the existing US 70 through the City of Kinston. The proposed bypass is intendedto serve as a major diversion route for motorists traveling east-west on US 70. In addition to the bypassalternatives, a non-bypass alternative of upgrading US 70 between La Grange and Dover to a freeway isalso to be evaluated.

2.1 History

The Kinston Bypass has been considered by NCDOT in previous forecasts and studies for projects in andaround the City of Kinston. The following forecasting projects were reviewed as part of the currentforecasting efforts:

· North Carolina Global TransPark (GTP) Study – May 1996

· R-2719A C.F. Harvey Parkway (formerly Crescent Road) – June 2004

· Kinston Eastern Loop/ NC 11 Relocation (FS-0802) – May 2008

· US 70 Strategic Highway Corridor Study (including US 70 at NC 11/NC 55 Feasibility Study)

· US 70 Kinston Bypass (R-2553) – July 2009

· R-2554 Goldsboro Bypass (Public Hearing Map) – project completed May 2016

· US 70 Kinston Bypass (R-2553) – July 2012

In addition, the Kinston Comprehensive Transportation Plan (CTP), adopted in February, 2008, providesfuture regional forecasts assuming multiple transportation projects identified for the area. Many of theseprojects are not included in the financially feasible network identified for the current Kinston Bypassforecast.

A review of these forecasts was conducted and compared with model runs of the latest Kinston Arearegional demand model using TransCAD software. This demand model was initially developed byNCDOT in April 2012 and has been used as part of the latest forecast.

Note that there is general decrease when comparing Kinston forecast before 2012 and after. Thisreduction in future traffic is primarily a result of reevaluation of expected land use growth in the Kinstonarea including the Global TransPark that was made as part of the 2012 forecast. A detailed comparisonbetween the older forecasts and the updated analysis is provided in Appendix B page B4 of this report.

Kinston Bypass (R-2553) Traffic Forecast 5Technical Memorandum – November 7, 2016

2.2 Fiscal Constraint

The City of Kinston is not part of any Metropolitan Planning Organization (MPO). Consequently, thecurrent Kinston study area is considered a non-MPO area, and thus not subject to the federal requirementof preparing a fiscally-constrained transportation plan. Consequently, specific projects assumed as partof the current forecasting efforts were determined based on consultation with NCDOT by assuming thatonly projects identified in the current NCDOT STIP were part of the fiscally constrained network. Thesefuture roadway projects and other assumptions are outlined in Section 4.2.

2.3 Alternatives

As part of the current traffic forecasting efforts, eleven US 70 Bypass Build alternatives were identifiedin addition to Upgrade US 70 and No-Build alternatives. For each alternative, traffic forecasts wereprepared for two analysis years - 2040 design year conditions, and 2015 existing year conditions.

2.3.1 Description of Bypass Alternatives

Figure 2 shows the conceptual location/ alignment of the alternatives being studied by NCDOT (receivedas part of the NCDOT Forecast Request along with a conceptual graphic illustration for each alternative).Table 1 lists the alternatives examined for this forecast. Appendix A also provides the forecast for eachalternative which can be reviewed for a more detailed examination of interchange connections andalignments. In all cases, it should be recognized that the specific alignments are preliminary and subjectto change as part of the environmental analysis process. Also note that all of the Bypass alternativesexamined as part of this forecast represent southern bypasses of Kinston.

Table 1. Bypass Alternatives Evaluated

ForecastScenario

Alternatives(See Detailed Study Alternatives Map)

AlignmentColor

1 No Build Black2 Alternative 1 – Upgrade Existing US 70 to freeway Orange

3A Alternative 1S (Scenario S5) – Shallow Southern Bypass with 5interchanges Orange

3B Alternative 1S (Scenario P4) – Shallow Southern Bypass with 4interchanges & rerouting of existing US 17 to NC 58 Orange

4 Alternative 11 Red5 Alternative 12 Red6 Alternative 31 Yellow7 Alternative 32 Yellow8 Alternative 63 Pink9 Alternative 65 Pink

10 Alternative 51 Blue11 Alternative 52 Blue12 Alternative 35 Purple13 Alternative 36 Purple

Note: Two variations are examined for Alternatives 1S – Shallow Southern Bypass. The differences between scenarios S5 andP4 include which crossroads have interchanges as well as the manner in which the existing US 70 ties into the Shallow Bypasson the east.

Kinston Bypass (R-2553) Traffic Forecast 6Technical Memorandum – November 7, 2016

For all alternatives, it is assumed that 70 mph posted speed would be provided. This includesimprovements to existing roadway segments including the existing US 70 and C.F. Harvey Parkway.Also note that for all alternatives it is assumed that the 70 mph freeway operations will apply for theentire section from the US 70/ NC 903 interchange in LaGrange east through Kinston to the US 70/ NC41 interchange south of Cove City. For alternatives that begin or end within these boundaries, it isassumed that US 70 would be upgraded on the eastern and western approaches to the proposed Bypassalignments.

2.3.2 Comparison of Interchange Access Locations

Each of the twelve alternatives (in addition to the No Build) has specific interchange locations identifiedand assumed for the traffic forecast. As part of the forecast, turn movements are developed for each ofthese locations. For comparison purposes, the specific interchange locations are identified in Table 2.

Two forecasts have been developed for the Alternative S-1 Shallow Bypass. Both alternatives assumethat interchanges are provided at (A) the western tie-in with existing US 70, (B) NC 11/55, (C) US 258,and (D) NC 58. The designation of “P” and “S” refers to the type of interchange connection at (E) theeastern tie-in with US 70. The “S” suffix refers to a full access system interchange at the E locationresulting in 5 interchanges (hence the S5 designation).

Compared with S5, the P4 alignment has only 4 interchange with no interchange access at location E.Note that the P originally referred to partial access at this location, but the final alignment layout assumesthat all existing US 70 traffic would access downtown Kinston from the NC 58 interchange (D). Tofacilitate this movement, US 70 would be realigned to overlap with NC 58 between the existing US 70and the proposed NC 58 interchange.

Recognizing that fewer interchanges (or a prioritized phasing of interchanges) may be considered, aseries of AADT traffic estimates are also prepared and documented in Appendix C examining variationsin AADT for the Shallow Bypass alternatives with fewer interchanges.

2.3.3 Comparison of Alignment, Travel Time, and Speed of Alternatives

As noted in the text, the length of the alternatives vary with each alternative connecting into US 70 atdifferent locations west and east of Kinston. In order to understand the desire of US 70 traffic to utilizespecific bypasses, a comparison of the total length and travel times of each alternative was developed.This comparison takes into account required new alignments as well as the takeoff points to/from US 70.

Table 2 provides a summary of the assumed length for each alternative assuming the same western tie-in point (the NC 903 interchange just south of LaGrange) and eastern termini (the NC 41 interchangesouth of Cove City) on US 70.

In addition to length, the overview includes an estimate of the travel time from the western and easternlimits. It is assumed that for all of the Bypass alternatives (including Upgrade US 70) 70 mph operating

Kinston Bypass (R-2553) Traffic Forecast 7Technical Memorandum – November 7, 2016

speeds will be provided. This is compared to the existing US 70 which includes 55 mph and 45 mphsections as well as multiple traffic signals.

As an additional source of information, the travel times were adjusted to reflect the potential impact ofsignal delays, particularly on US 70 in the No Build scenario. Although US 70 is posted at between 45mph and 55 mph, it also has a heavy concentration of traffic signals which will introduce delays andreduce average travel speeds. As shown in Table 2, signal delay was assumed to increase travel times(and decrease travel speeds) by approximately 40 percent on the existing US 70 sections. Note that thisreduction effectively reduced travel speeds to between 35 and 40 mph on US 70 which still maintainsLOS C/D operations on the US 70 arterial sections.

A review of Table 2 indicates the following:

· The No-Build alternative is estimated to require 33 minutes to travel east-west through the studyarea if signals are not considered. Note, however, that with a 40 percent delay related to trafficsignals during the peak congested periods, this estimate increases to 46 minutes. The existing US70, Alt 1 and Alt 1S are the shortest alignments through the study area at about 28.7 miles.

· The Upgrade US 70 alternative, Alt 1, reduces east-west travel time (25 minutes) compared withthe No-Build (33 minutes free flow / 46 minutes with assumed signal delays). It is assumed thatin Alt 1 US 70 is improved to 70 mph including the construction of interchanges.

· The new alignment Bypass alternatives provide east-west travel time (25 -28 minutes) throughKinston. The higher speeds on the Bypass make the Bypass the preferred route for east-westthrough traffic as compared with existing US 70 (No Build alternative) during both uncongestedand congested periods.

Note that the above analysis was not used directly in the forecasting process. Instead these observationswere utilized in comparing the reasonableness of the TransCAD model runs for each alternative.

Kinston Bypass (R-2553) Traffic Forecast 8Technical Memorandum – November 7, 2016

Figure 2. Kinston Bypass Alternatives

Kinston Bypass (R-2553) Traffic Forecast 9Technical Memorandum – November 7, 2016

Table 2. Proposed Interchanges, Length and Travel Time along Bypass Alternatives

ALT INTERCHANGES DISTANCE(mi)

TRAVELTIME(min)

NC

903

Will

ieM

easl

eyRd

JimSu

tton

Rd

US

70Ti

e-in

(Wes

t)

Alb

ertS

ugg

RdBa

rwic

kSt

atio

nRd

C.F

.Har

vey

Pkw

y

US

258

US

70Bu

s

NC

55

NC

11

US

258

NC

58

Wys

eFo

rkRd

Old

US

70

US

70Ti

e-in

(Eas

t)

NC

41

Tota

l

US

70

New

Alig

nmen

t

Tota

l

US

70

New

Alig

nmen

t

Tota

l

No Build X X 28.7 - 28.7 46.3 - 46.3

Alt 1 X X X X X X X X X X X X 10 28.7 - 28.7 24.6 - 24.6

Alt 1S (S5) X X X X X X X X X X X 9 19.5 9.2 28.7 16.7 7.9 24.6

Alt 1S (P4) X X X X X X X X X X 8 19.5 9.2 28.7 16.7 7.9 24.6

Alt 11 X X X X X X X X X X 8 14.1 16.5 30.6 12.1 14.1 26.2

Alt 12 X X X X X X X X X 7 18.0 13.1 31.1 15.4 11.2 26.6

Alt 31 X X X X X X X X X X 8 12.2 17.3 29.5 10.5 14.8 25.3

Alt 32 X X X X X X X X X 7 16.0 13.6 29.6 13.7 11.7 25.4

Alt 63 X X X X X X X X X 7 16.0 13.7 29.7 13.7 11.7 25.4

Alt 65 X X X X X X X X X X 8 12.5 17.1 29.6 10.7 14.7 25.4

Alt 51 X X X X X X X X X X 8 11.1 19.0 30.1 9.5 16.3 25.8

Alt 52 X X X X X X X X X 7 14.8 15.5 30.3 12.7 13.3 26.0

Alt 35 X X X X X X X X X 7 14.8 18.1 32.9 12.7 15.5 28.2

Alt 36 X X X X X X X X X X 8 11.1 21.4 32.5 9.5 18.3 27.8

Notes:1. Above analysis assumes the same western (NC 903 interchange in LaGrange) and eastern (NC 41 interchange south of Cove City) termini.2. For No build, travel time includes 40% delay due to signals on existing US 70.

Kinston Bypass (R-2553) Traffic Forecast 10Technical Memorandum – November 7, 2016

3.0 DATA COLLECTION

The first step in traffic forecasting involved collection of existing traffic data in the study area. Trafficdata was collected between April 14, 2015 and May 15, 2015 when the schools were in session. Datacollection included 48-hr class counts and turn movement counts.

A map showing location of traffic counts is included in Appendix D.

3.1 Classification Counts

Daily volume and classification counts were collected at 21 locations in the study area. The data werecollected according to NCDOT guidelines and covered at least 48-hour period during weekdays.Appendix D provides a list of locations where classification counts were collected.

3.2 Turn Movement Counts

Turn movement counts (TMC) were collected at 36 locations. TMC data were collected according toNCDOT guidelines and covered a 13-hour period during weekdays from 6 AM to 7 PM. For each of theintersections, truck volumes were counted on one approach. At two locations along US 70, only turnvolumes were counted.

The intersections where turning movement counts were collected are shown in Appendix D.

3.3 Convert Class Counts to AADT

The 48 hour class counts were converted to AADT according to NCDOT Traffic Survey Group (TSG)guidelines. Computing the AADT involved the following steps:

· The 48-hour class counts were averaged over the two day period to compute the 24-hr averagedaily traffic (ADT) count.

· A seasonal adjustment factor was applied to the above 24-hr ADT counts to convert them toAADT. The seasonal factors were obtained from NCDOT Traffic Survey Group’s Seasonal Factorspreadsheet. The count date, ATR group and seasonal adjustment factor used are shown inAppendix B – B1.

· The estimated AADTs were rounded to nearest hundreds.

3.4 Convert TMC to Quadrant Volumes

The turn movement counts were the primary source for estimating quadrant volumes at intersections. Atwo-step process was used to estimate quadrant volumes from turn movement counts. First, 13-hrmainline and quadrant volumes were calculated for intersections where counts were available. Second,a factor was applied to estimate 24-hr AADT equivalent volume. The factor was based on the ratio ofestimated AADT from adjacent class counts to 13-hr mainline volumes from turn movement count. Note

Kinston Bypass (R-2553) Traffic Forecast 11Technical Memorandum – November 7, 2016

that seasonal adjustment is already included in AADT’s estimated from class count, and hence reflectedin the conversion factor.

3.5 Comparison with Historic AADTs

Historic AADTs were obtained from 1994 through 2014 for key locations in the study area. AADTs arecompared to counts collected for the projects, and to the base year No Build (BY NB 2015) forecast inAppendix B – Table B2. A historical AADT map for key locations showing NCDOT published AADTsfrom 2010 through 2014 is shown in Figure 3.

Kinston Bypass (R-2553) Traffic Forecast 12Technical Memorandum – November 7, 2016

Figure 3. Historical AADT Map

Kinston Bypass (R-2553) Traffic Forecast 13Technical Memorandum – November 7, 2016

4.0 TRAVEL DEMAND MODEL

This Kinston Travel Demand model was a key tool in preparing the forecasts for this project. NCDOTTPB commissioned CDM Smith to develop the Kinston Travel Demand Model based on NCDOT’s SmallArea Model guidelines. The final model along with model validation and technical memorandum werecompleted in April 2012. The model utilizes TransCAD platform and has two scenarios:

· BY 2011 - the validated Baseline Year 2011, and

· FY 2040 - Future Year 2040

A model review was conducted early in the process to identify and document key assumptions andmodel outputs.

4.1 Model Review

The initial step in applying the model was to examine and compare the No Build model operations andresults, comparing them with previous traffic forecasts and expected land use growth rates to verify thereasonableness of the model. This required refining the No Build network, comparing to previousforecasts, and then assessing reasons for discrepancies.

4.1.1 Land Use Assumptions and Population Trend

The development of land use projections was not part of the traffic forecast process. Instead it wasconducted separately as part of the planning process during which NCDOT coordinated with localplanners in Lenoir County, Kinston, and with the Global TransPark to develop population andemployment projections. Table 3 provides a comparison of base year (2011) and future year (2040) datafrom the model. Data from North Carolina State Data Center (NC SDC) shows that population hasessentially been flat in the past 35 years and a similar trend is projected for the next 30 years.

As shown in Table 3, the model anticipates an annual increase in population through 2040 to beapproximately 0.57 percent. This is higher than the State Data Center projections of very slow (actuallynegative growth) as shown in Table 4. This finding was discussed with the NCDOT planners and itwas revealed that one of the basic assumptions agreed to with local planners was that the period from2000 to 2010 has been a very low growth period, but that the 10-year period from 1990 through 2000was more representative of growth that could occur and be maintained in the area, especially given thepresence of the Global TransPark both in terms of infrastructure that is now in place and planned forfuture. Nevertheless, 0.57 percent increase in population is a relatively modest growth rate.

Kinston Bypass (R-2553) Traffic Forecast 14Technical Memorandum – November 7, 2016

Table 3. Socio-Economic Data from Model

Population Employment

BY 2011 43,934 29,459

FY 2040 51,749 38,626

Change 7,815 9,167

Change (%) 18% 31%

Annual Growth Rate 0.57% 0.94%

Table 4. Population Estimates and Projections for Lenoir County

Year PopulationEstimate Year Population

Projection1980 59,819 2015 58,780

1990 57,274 2020 58,533

2000 59,573 2025 58,282

2010 59,454 2030 58,034

2014 58,830 2035 57,786

Source: North Carolina State Data Center

4.1.2 Global TransPark Employment Assumptions

Within the study area, the Global TransPark is a key driver of traffic demand in the region. Includedwithin the total employment estimate in Table 5 is the observation that 63 percent of the anticipatedincrease in employment is industrial employment focused at and near the Global TransPark. To examinethe GTP growth, six zones were selected from the regional demand model that overlapped the GlobalTransPark boundaries. Note that in some cases, the employment may not be exclusively related to theGTP, but for estimation purposes the zones are a valid representation.

As shown in Table 5, the estimated employment growth rate in the GTP zones is 4 percent per year. Thisis a strong rate of growth and would drive increases in traffic for the region. This growth rate wasidentified by NCDOT in close consultation with GTP staff and local planners and provides a reasonableassumption for local growth.

Note, however, that these 2040 employment projections are substantially lower than estimates used inthe previous 2030 Kinston Model as well as previous forecasts. The older version of the model was basedon an estimation of 25,000 employees in the GTP. In contrast, the updated 2010 model anticipates 6,718employees in the Global TransPark zones by 2040. These revised assumptions for future (2040)employment were cooperatively developed by NCDOT with local input from the Global TransPark andKinston area planners. In the process, it was recognized and acknowledged that these projections weremuch lower than previous estimates.

Kinston Bypass (R-2553) Traffic Forecast 15Technical Memorandum – November 7, 2016

Table 5: Total Employment for GTP TAZs in BY 2011 and FY 2040

Model TAZ(GTP) BY 2011 FY 2040 Change Change

(%)Annual

Growth Rate122 11 113 102 927% 8.4%125 1,338 1,338 0 0% 0.0%127 10 103 93 930% 8.4%131 1 10 9 900% 8.3%132 474 4,373 3,899 823% 8.0%133 349 781 432 124% 2.8%

Total 2,183 6,718 4,535 208% 4.0%

4.1.3 Review of Total Trip Volumes

In evaluating the new TransCAD regional demand model, an examination of trip volumes and patternswas also reviewed to assess the applicability of the model to the Kinston Bypass forecast. This includedan examination of local trips (trips beginning and ending within the model area), internal/external trips(trips having one endpoint within the model area and one external to the area), and through trips.

As shown in Table 6, the expected annual growth rate in trips is approximately 1.1 percent. Thisincludes an annual growth rate of 0.8 percent for local trips which reflects the anticipated 0.57 percentincrease in population and 0.94 percent increase in employment shown in Table 3. As per the traveldemand model, the majority of traffic growth on US 70 is attributable to “Through trips” (external toexternal trips) rather than growth inside the model area.

Table 6. Total Trips in Base Year 2011 and No Build 2040 Models

Trip Type2011

ModelTrips

2040ModelTrips

PercentIncrease

AnnualGrowth

RateLocal Trips 140,567 170,125 21.0% 0.8%

Internal-External 52,432 68,868 31.4% 1.2%Through Trips 22,569 35,533 57.4% 2.0%

Total Trips 215,567 274,526 27.4% 1.1%

4.2 Base Year and No Build Network Modifications

The “No Build” alternative includes roadway improvements/ projects that have been planned orcommitted to by NCDOT or that can reasonably be expected to be in place by the design year. SinceKinston is a non-MPO area, a formal fiscally constrained plan has not been identified. After a review ofNCDOT’s transportation plans and consultation with NCDOT staff, it was agreed that the projectsidentified in Table 7 would be updated for the No Build alternative. Therefore, the following roadwayprojects were updated in the model to develop a base year and future year No-Build roadway network.

Kinston Bypass (R-2553) Traffic Forecast 16Technical Memorandum – November 7, 2016

Table 7. Base Year and Future Year Network Modifications

Project DescriptionIn Base

Year(2011)

In FutureYear

(2040)

NC 148 C.F.Harvey

ParkwayExtension (R-2719A)

This project was completed in 2013. It extended C.F. Harvey Parkway as afour-lane freeway facility between US 70 and US 258. A section of US 70 wasalso realigned as part of this project

Yes(Added)

Yes(Modified)

NC 148 C.F.Harvey

Parkway NEExtension(R-5703)

This project was included in the May 2015 STIP as a feasibility study. Theproposed project includes construction of a new four-lane divided facilitynortheast of Kinston extending the existing C.F. Harvey Parkway from NC 58to NC 11.

No(NA)

Yes(Added)

Carey RoadExtension(U-3618)

This proposed four-lane local road providing an additional east-west routethrough western Kinston would extend Carey Road from Rouse Roadwestward to US 258 Hull Road. It was identified for funding as part ofprevious STIP (2012) but is not included in latest STIP (May 2015).

No(NA)

No(Removed)

Note: Of the three projects requiring network modifications, only the R-5703 project is being added to the 2040fiscally constrained network as an anticipated project.

4.3 Development of Build Networks

The 2040 Future Year TransCAD model was used as the starting point for the development of twelvefuture Build alternatives for the Kinston Bypass. Figure 4 illustrates the network coding of thesealternatives on a single network. The primary assumptions used in network coding of the alternativesincluded:

· New alignment sections were coded at 70 mph free-flow speed.

· A bridge penalty of one-half minute was added to the new alignment bridge crossing at theNeuse River. This was done in order to be consistent with base year and future year No Buildmodel where a bridge penalty is being used at all links crossing Neuse River.

· Existing sections of US 70 that were to be utilized as part of a Bypass alternative were assumedto be converted to 70 mph freeway sections. This includes the sections of US 70 between theUS 70/NC 903 interchange to the western Bypass takeoff point as well as the section of US 70from the eastern Bypass merge point back with US 70 to the US 70/ NC 41 interchange.

· For the sections of US 70 being upgraded to a 70 mph freeway, interchanges were added asspecified for each roadway. This included consolidating of other local roads and centroidconnectors to remove access directly to US 70 or the C.F. Harvey Parkway.

· The alignments were coded as provided by the NCDOT’s Project Development andEnvironmental Analysis (PDEA) branch in the forecast request as shown in Figure 2.

· Each bypass network was modeled separately for traffic assignments in 2011 and 2040. The2011 model results were adjusted to prepare the 2015 existing forecasts.

Kinston Bypass (R-2553) Traffic Forecast 17Technical Memorandum – November 7, 2016

Figure 4. TransCAD Model Network with Bypass Alternatives

Kinston Bypass (R-2553) Traffic Forecast 18Technical Memorandum – November 7, 2016

5.0 DEVELOPMENT OF PROJECT LEVEL TRAFFIC FORECASTS

The study required development of project level traffic forecasts with balanced daily traffic turningmovements per NCDOT standards. Traffic forecasts were developed for No Build conditions and twelveBuild alternatives for Base Year 2015 and Horizon Year 2040.

A key component of developing the forecasts was utilizing the TransCAD model and the modelforecasted traffic volumes as described in Section 4.0. In addition to the travel demand model output,other inputs were used including previously developed forecasts, traffic data collected for the project,and engineering judgment.

Beyond the review of the model results for estimating average daily traffic, other critical steps includethe development of balanced turn movement and the estimation of traffic factors (including design hourvolume percentages, directional splits, and truck percentages). The following sections examine theseelements and provide additional insights into the specific forecasts for each alternative.

5.1 Development of Mainline Volumes

Mainline volumes were estimated for the alternatives using a combination of methods. A key input intothe process, however, was utilizing the travel demand models identified in Section 4.0. The overall 2040trip table was assigned to the networks devised for each alternative. The model results were compiledand compared to observe both similarities and differences between the alternatives. Variations in themodel results were reviewed and analyzed in terms of the expected differences in travel patternsincluding alternative routes for trips to access various locations in Kinston north of US 70.

An initial review of screenlines was conducted to verify overall trip assignment was reasonable betweenalternatives. This included detailed review of the diversion from the existing US 70 to the proposedBypass alternatives and verification that the general trend was that the closer and shorter Bypassalternatives diverted higher volumes from US 70 to the new Bypass. Section 5.5 documents the screenlines from the final adjusted forecasts.

Using the base volumes, turn movement balancing was conducted as outlined in Section 5.2 Thebalancing was adjusted to provide consistency between alternatives on both the existing US 70 and theproposed Bypass alignments.

5.2 Development of Turn Movements

The traffic forecasts developed for this project consisted of daily traffic volumes and turn movements forthe roadway network. Specifically, turn movements have been developed at multiple intersections alongthe existing US 70 corridor and on the proposed bypass alternatives.

The turn movements were developed by first reviewing the daily volume projections from the TransCADmodel along US 70, the critical side roads on US 70, and the Bypass alternatives. These volumes were

Kinston Bypass (R-2553) Traffic Forecast 19Technical Memorandum – November 7, 2016

utilized as a starting point for balancing turn movements. Turn movements were estimated utilizing aniterative process requiring multiple steps.

5.3 No Build Alternative

For the No-Build alternative, the existing turn movements served as the primary source of data. Usingthe growth rates predicted for each roadway link from the travel demand model between 2012 and 2040,future turn movements were estimated at each intersection. The next step required balancing of the turnmovements to verify that the traffic entering and exiting the intersection matched the turn movements.In some locations, the daily traffic on roadway sections between two intersections was adjusted so thattraffic volumes would be balanced between intersections. This typically occurred when a driveway,roadway, or intersection caused a change in traffic volumes between two turn movement locations.

5.4 Build Alternatives

For the 2040 Build alternatives, additional steps were used in estimating turn movements. Instead ofusing the existing counts as a starting point, the 2040 No-Build turn movements were used as a base. Aspreadsheet was utilized to iteratively adjust the volumes of turn movements as well as intersectionapproaches. In general, the provision of Bypass alternatives, reduced the traffic volumes on US 70through the study area.

For each of the Build alternatives, a freeway type facility is planned along US 70 between NC 903 on thewest and NC 41 on the east. Alternative 1 (Widen Existing) assumes that existing at-grade intersectionswill be modified and/or closed from the existing configuration on US 70. The revised access patternswere examined to estimate future turn movement volumes using existing data as a base, but taking intoaccount the rerouting of trips based on the proposed interchange access points.

For the southern bypass alternatives on new alignment, the portion of the route along existing US 70 (i.e.the eastern and western approaches to the new alignment sections) also is planned to have freeway typeaccess only at interchanges. Therefore, similar to Alternative 1, future turn movements were estimatedrecognizing that the existing access pattern would be changed resulting in diversions and rerouting oftrips from the existing travel patterns.

In addition to the existing roadway sections, traffic volumes and turn movements were assigned to eachBypass alternative. In general, the TransCAD assignment was used to assign daily traffic volumes to theroadway links. More detailed refinements were applied utilizing data from existing turn movementcounts as appropriate. Turn movements were estimated and balanced at the tie-in points of the proposedBypass alignments with US 70.

Once intersections were balanced between themselves for each alternative, an additional step requiredcomparing turn movements for each alternative to each other. In several cases, the bypass alternativestested were similar and would be expected to have similar traffic patterns in some areas of the network.

Kinston Bypass (R-2553) Traffic Forecast 20Technical Memorandum – November 7, 2016

As a final step, a quality check was performed to verify that the intersections remained balanced betweenalternatives.

5.5 Screenline Comparison of Alternative Forecasts

A check for each of the alternatives was performed to verify whether total trips across screenlines wereconsistent between alternatives and that no Alternative forecast had either reduced or increased the totaltraffic volumes inadvertently. Note that due to intricacies of the roadway network it is anticipated thatsome volumes differences (less than 10 percent) could occur between alternatives. In performing thescreenline analysis, the forecast volumes were identified for three separate screenlines as shown in Figure5. Table 8 summarizes the screenline analysis of the 2040 alternative forecasts.

· Screenline A – Measured east-west flow generally following the Neuse river boundary onwestern side.

· Screenline B – Measured east-west flow on the eastern side of the model area.

· Screenline C – Measured north-south flow between C.F. Harvey Parkway and NC 58 north ofexisting US 70.

A review of the screenlines indicates the following:

· At all three screenlines, volumes are generally consistent across all alternatives and within +/-10% of No Build.

· At screenlines A and B, total volume increases compared to No Build with the bypassextending outward as relatively higher local traffic utilize the bypass.

· Build Alternatives with direct connection to NC 148 (CF Harvey Parkway) have highervolumes than No Build for Screenline C.

Overall, the screenline analysis provides a solid check that the 2040 traffic forecast is applicable for acomparison of the alternatives.

Kinston Bypass (R-2553) Traffic Forecast 21Technical Memorandum – November 7, 2016

Figure 5. Screenlines for Comparing Forecasts

Kinston Bypass (R-2553) Traffic Forecast 22Technical Memorandum – November 7, 2016

Table 8. Screenline Analysis of 2040 Forecasts

ALTERNATIVE SCREENLINE A SCREENLINE B SCREENLINE C

US 70 Bypass Total

IncreasefromNo

Build

US 70 Bypass Total

Increase

fromNo

Build

NC148

US258

US 70Bus

NC 11-55 NC 58 Total

ChangefromNo

Build

No-Build 49,400 - 49,400 - 29,200 - 29,200 - 9,400 13,200 22,400 14,200 18,800 78,000 -

Alt 1 47,000 - 50,000 1 1% 29,000 - 31,000 1 6% 8,600 14,400 23,800 15,000 19,200 81,000 4%

Alt S1 (Var S5) 22,800 29,000 51,800 5% 13,000 19,000 32,000 10% 14,400 8,200 18,000 17,200 20,000 77,800 0%

Alt S1 (Var P4) 21,800 30,600 52,400 6% 2,500 27,200 29,700 2% 14,400 8,400 18,000 17,200 20,000 78,000 0%

Alt 12 28,200 24,800 53,000 7% 14,800 16,000 30,800 5% 13,800 8,400 22,000 14,000 18,800 77,000 -1%

Alt 11 28,200 24,800 53,000 7% 14,800 16,000 30,800 5% 13,800 8,400 22,000 14,000 18,800 77,000 -1%

Alt 32 28,600 24,200 52,800 7% 14,800 16,200 31,000 6% 13,600 8,800 22,000 14,000 18,800 77,200 -1%

Alt 31 28,600 24,200 52,800 7% 14,800 16,200 31,000 6% 13,600 8,800 22,000 14,000 18,800 77,200 -1%

Alt 63 27,800 25,600 53,400 8% 14,800 16,200 31,000 6% 13,600 8,600 22,000 14,000 18,800 77,000 -1%

Alt 65 27,800 25,600 53,400 8% 14,800 16,200 31,000 6% 13,600 8,600 22,000 14,000 18,800 77,000 -1%

Alt 52 32,400 18,800 51,200 4% 14,800 16,200 31,000 6% 10,000 10,600 22,000 14,000 19,000 75,600 -3%

Alt 51 32,400 18,800 51,200 4% 14,800 16,200 31,000 6% 10,000 10,600 22,000 14,000 19,000 75,600 -3%

Alt 35 37,400 13,400 50,800 3% 19,800 10,400 30,200 3% 10,000 11,000 22,000 14,000 19,000 76,000 -3%

Alt 36 37,400 13,600 51,000 3% 19,800 11,000 30,800 5% 10,000 11,000 22,000 14,000 19,000 76,000 -3%

Notes:1: Screenline includes traffic on service road parallel to US 70.

Kinston Bypass (R-2553) Traffic Forecast 23Technical Memorandum – November 7, 2016

6.0 TRAFFIC FACTORS

As part of the evaluation of future traffic projections, analysis of existing traffic factors and characteristicswere determined and changes in the future were estimated. Specific data which were estimated for thisanalysis include design hour percentage (K), directional splits (D), and truck percentages (T). Thesefactors were not derived from the TransCAD demand model.

Utilizing the existing traffic counts described in Section 3.1 and 3.2, the K, D, and T factors for eachintersection were evaluated. In reporting the data for each alternative, the factors were mapped on thesame sheet as the projected turn movements for each alternative. The factors are summarized using thestandard NCDOT forecasting tables in Appendix B.

As part of the design year traffic forecasts, traffic factors were developed for directional splits (D), designhour volume percentages (DHV), and truck percentages. These factors are identified in the trafficforecasts shown in Appendix A. Traffic factors were separately estimated for specific roadwaysincluding US 70, the C.F. Harvey Parkway, the proposed Bypass alignments, and cross roads.

The primary sources of data for determining the traffic factors was the existing 2008 traffic counts,additional NCDOT counts, and recently completed NCDOT forecasts in the region (FS-0802, U-3618, andR-2719A). In addition, NCDOT’s Traffic Forecast Utility spreadsheet was used to verify that thedirectional splits and DHV were valid for the peak hour intersection flows.

6.1 Directional Splits (D)

The directional splits were estimated based upon existing count data, an evaluation of the impact thatbypass alignments may have on travel patterns, recently completed NCDOT forecasts, and engineeringjudgment. The observed and predicted direction splits were compared for specific roadway links aspresented in Table 9.

In general, it was determined that the peak hour directional split was 55-45 on US 70 west and east ofKinston with a 60-40 split applicable on the section between US 70 Business and NC 58. Other localroadways had varying splits with a peak directional percentage between 60 and 65 percent on mostroadways. In general, the existing peak hour data was used to identify existing directional distributionsand then adjusted based on the specific Bypass alternative. In general, the Bypass alternatives wereestimated to have a 55-45 directional split.

6.2 Design Hour Volume Percentage (K)

Traffic data was analyzed to identify the percentage of daily traffic occurring during the peak hour (K).These values were compared with the estimate of design hour volume percentage in other NCDOTforecasts. The comparison of the Design Hour Volume (DHV) percentage is illustrated in Table 9. Theforecast percentage was adjusted slightly using engineering judgment and rounding.

Kinston Bypass (R-2553) Traffic Forecast 24Technical Memorandum – November 7, 2016

In general, it was estimated that the future DHV would be approximately 9 percent on US 70 and either9 or 10 percent on the bypass alignments. In general, the crossroads with US 70 were estimated to havea 9 percent DHV. Also note that for other local and rural roadways in the study area, the DHV percentagevaried between 8 and 10 percent based primarily on existing data.

6.3 Truck Percentages

Truck percentages were estimated based upon existing turning movements, classification counts,additional NCDOT classification data collected near the project study area, and past NCDOT forecasts.The truck percentages were estimated separately for dual trucks (buses and single unit trucks) and thelarger TTST (tractor-trailer and semi-trailer) trucks. The truck percentages are summarized in Table 9.

In addition, truck percentages were tested to verify similar assumptions for total through trucks and GTPrelated truck trips between alternatives. In some cases, this resulted in fluctuating truck percentagesalong the bypass alignments with high truck percentages on low volume links and lower percentages onhigh volume links. This was estimated to maintain a similar volume of through truck volumes along thebypass despite increases in local traffic on specific segments.

Overall, the base peak hour truck percentages on US 70 were estimated as utilizing the existingclassification counts collected along US 70. As shown in Appendix B – B5, the data has a wide range forthe US 70 truck counts, but in general the truck percentages are higher on the west and east and lowerwithin Kinston where there is a higher volume of local trips. In general, two primary sources of heavytruck volume were assumed: trucks accessing the GTP along C.F. Harvey Parkway to the north as wellas through trucks on US 70 which were assumed to divert to the bypass alignment. On the bypassalignments, the truck percentage varied, often with a higher truck percentage on the lowest volume linksreflecting through trucks on the bypass alignment.

Truck percentage on side streets typically reflected existing counts, particularly for the roadways servingthe downtown area. Note that the truck percentage for the C.F. Harvey Parkway was increased fromexisting data to reflect the anticipated buildout scenario with extensive truck traffic activity (in additionto rail and air traffic) serving the GTP.

Note that assumed definitions for dual and TTST trucks followed the current NCDOT truck classificationscheme. Specifically, duals were assumed to match Classes 4 through 7 and TTST were assumed to matchClasses 8 through 13 of the Federal vehicle classification scheme.

Kinston Bypass (R-2553) Traffic Forecast 25Technical Memorandum – November 7, 2016

Table 9. Traffic Design Factors – D, K and HV at Key Locations

Location

D – DirectionalDistribution K – Peak Hour Factor Heavy Vehicles –

(Dual / TTST)

ClassCount

SelectedBY NBValue

ClassCount

SelectedBY NBValue

ClassCount

SelectedBY NBValue

US 70 - West of SR 1334 (Barwick Station Rd) 55% 55% 8.0% 9% 4.3 / 8.0 4 / 8

US 70 - West of Pinelawn Cemetery Dr 54% 50% 8.1% 9% 3.8 / 6.5 4 / 6

US 70 - West of US 70 Bus 51% 55% 7.6% 9% 3.2 / 4.9 4 / 5

US 70 - East of US 70 Bus 53% 55% 8.0% 9% 3.6 / 5.2 5 / 6

US 70 - East of Lenoir CC 53% 55% 7.6% 8% 9.1 / 9.0 6 / 9

US 70 - East of SR 1313 (Burkett Road) 50% 55% 8.0% 8% 7.0 / 12.0 7 / 12

C.F. Harvey Parkway - North of US 70 61% 60% 9.7% 9% 4.8 / 8.4 5 / 9

NC 11/55 - North of NC 11 and 55 Merge 61% 65% 8.0% 10% 5.6 / 8.1 6 / 7

US 258 - South of SR 1149 (Joe Nunn Road) 64% 60% 8.8% 9% 7.4 / 5.3 8 / 5

NC 58 - South of SR 1900 (Collier Loftin Road) 73% 65% 8.9% 9% 3.2 / 4.2 4 / 4

Kinston Bypass (R-2553) Traffic Forecast 26Technical Memorandum – November 7, 2016

7.0 TRAFFIC FORECASTS

The results of the traffic forecasts are shown in Appendix A – Traffic Forecasts. The traffic forecast sheetsinclude daily traffic volumes on roadway links, turn movement volumes, and other traffic factors. Thetrip assignment from the TransCAD travel demand model was a critical first step in estimating futurevolumes on roadways, but additional steps were required to verify and balance the counts.

7.1 No Build Alternatives

Results of No Build Alternatives are shown in Appendix A. A review and comparison of the existingand future No-Build projections is consistent with anticipated patterns. A steady increase in trafficvolumes is anticipated throughout the area and the major through movements increase at a higherpercentage than turn movements along the major corridors.

7.2 Build Alternatives

Year 2015 and year 2040 traffic forecast sheets are also included in Appendix A for each of the Buildalternatives.

A comparison of the alternatives indicates multiple trends including:

· Each of the bypass alternatives divert traffic from US 70. By 2040, the bypass alternativesresult in diversions between 12,000 vpd and 30,000 vpd.

· The Improve Existing US 70 alternative results in higher volumes of traffic on US 70 due toan increase in speed on some sections to 70 mph and the elimination of traffic signals. Inisolated sections, however, lower volumes are noted due to the closure of specific accesspoints and the inclusion of frontage roads for local access. However, since there is no majoralternative to US 70, the model results suggest that trips from other facilities would notsubstantially divert to use the improved US 70.

· The bypass alternatives are expected to carry between 20,000 and 30,000 vehicles per day(vpd) on the western section (west of US 58) and between 10,000 and 30,000 vpd on the easternsection by the year 2040. A significant portion of this traffic is being diverted from US 70. Inthese scenarios, the C.F. Harvey Parkway will serve as the primary access to the GTP fromthe existing US 70.

Note that volumes noted above are approximations. For specifics related to each alternative, refer to thetraffic forecasts shown in Appendix A.

Kinston Bypass (R-2553) Traffic Forecast 27Technical Memorandum – November 7, 2016

8.0 TRAFFIC ESTIMATES FOR SHALLOW BYPASS

As noted in Section 2.3.1, two forecasts were developed for the Alternative S-1 Shallow Bypass. Bothalternatives assumed that interchanges are located at all practical locations on the Shallow Bypassalignment. Recognizing that fewer interchanges (or a prioritized phasing of interchanges) may beconsidered, a series of AADT traffic estimates are also prepared and documented in Appendix C.

Six traffic estimates were developed as shown in Table 10. These estimates examine variations in AADTfor the Shallow Bypass alternatives with fewer interchanges. It is intended that these estimates canprovide additional insights into identifying preferred locations for interchanges on the Shallow Bypassalignment. It is recognized that due to the shorter length of the Shallow Bypass, interchange access maybe restricted by either traffic operations related to ramp spacing between interchanges as well as overlapbetween potential access routes for traffic to/from downtown Kinston.

Table 10. Scenarios for AADT Estimates with Shallow Bypass

Alternative S1 ShallowBypass

Interchange Locations Type ofForecast

2040AADT onWesternLink ofShallowBypass(vpd)

InterchangeVariation

# ofInterchanges

AUS 70West

BNC 11/55

CUS 258

DNC 58

EUS 70East

S Scenarios – Shallow Bypass with Full Access Interchange at US 70 East

S5 - ABCDE 5 X X X X XFormal

Forecast inAppendix A

29,000

S4-ABDE 4 X X X X Estimate inAppendix C 28,500

S4- ABCE 4 X X X X Estimate inAppendix C 28,800

S3- ABE 3 X X X Estimate inAppendix C

27,600

S2- AB 2 X XEstimate inAppendix C 17,000

P Scenarios – Shallow Bypass with No Access at US 70 East & Realigned US 70 into NC 58

P4 – ABCD 4 X X X XFormal

Forecast inAppendix A

30,600

P3 – ABD 3 X X X Estimate inAppendix C 29,000

P2 - AD 2 X X Estimate inAppendix C

19,400

Kinston Bypass (R-2553) Traffic Forecast 28Technical Memorandum – November 7, 2016

As part of the estimation process, a screenline analysis was conducted for each scenario. Multiplescreenlines were examined, with the two primary screenlines summarized in Table 11. As shown, thescreenlines for the Shallow Bypass alternatives with fewer interchanges are within 5 percent of theformal forecasts for the S5-ABCDE and P4-ABCD alternatives.

Table 11. Screenline Summary for Shallow Bypass Estimates

Roadway NoBuild

S5-ABCDE

S4-ABDE

S4-ABCE

S3-ABE

S2-AE

P4-ABCD

P3-ABD

P2-AD

Western Screenline – Near Mt. Vernon Park DriveUS 70 490 222 224 222 234 328 212 220 336

Bypass 0 290 286 288 276 170 306 290 194Total 490 512 510 510 510 498 518 510 530

Percent ofForecast

100% 100% 100% 97% 98% 102%

Eastern Screenline – Near Meadowbrook DriveUS 70 372 168 170 190 192 202 148 164 182

Bypass 0 200 198 178 176 170 216 202 194Total 372 368 368 368 368 372 364 366 376

Percent ofForecast 100% 100% 100% 101% 101% 103%

Notes:1. AADT volume shown in 100s to match the estimate format. (eg., 494 refers to 49,400 vpd)2. Full forecasts for S5 and P4 Shallow Bypass alternatives are shown in red text.

Review of the Appendix E traffic estimates yielded the following observations:

· In general, the greater the number of interchanges, the higher the traffic volumes on the ShallowBypass alignment. For the S scenarios, the AADT volume on the western segment range from17,000 vpd with 2 interchanges (i.e. the eastern and western tie-ins) to 29,000 vpd with 5interchanges. For the P scenarios, the AADT volume on the western segment range from 19,400vpd with 2 interchanges (i.e. the eastern and western tie-ins) to 30,600 vpd with 4 interchanges.

· The P scenarios are anticipated to carry slightly higher volumes than the S scenarios. The primaryreason is that trips between the western termini and the commercial area just west of US 258 tendto stay on the existing US 70 in the S scenarios (i.e. with US 70 existing remaining in place), butuse the Shallow Bypass in the P scenarios (i.e. with the existing US 70 diverted onto NC 58).

· Of the interior interchange locations (i.e. B, C, and D), an interchange at the NC 11/55 connection(i.e. B) results in the highest volume of vehicles on the proposed bypass. An interchange at this

Kinston Bypass (R-2553) Traffic Forecast 29Technical Memorandum – November 7, 2016

location serves the highest volume of vehicles. The primary movement for vehicles using thisinterchange are to/from the west.

· For the S scenarios (i.e. with an eastern tie-in at US 70), both the US 258 (C) and NC 58 (D)interchange locations have a minimal effect with the overall AADT only increasing byapproximately 1,200 vpd.

· For the P scenarios, the (D) NC 58 interchange location is required for connectivity. It also servesa higher volume of vehicles since traffic between downtown Kinston and US 70 to the east mustuse the NC 58 interchange. As with the S scenarios, the US 258 (C) interchange location has aminimal effect with the overall AADT only increasing by approximately 1,200 vpd.

· On the estimate for each scenario, the anticipated AADT volumes are illustrated for the existingUS 70 section. In general, the higher the volumes on the Shallow Bypass, the lower the volumesare on the existing US 70. A review of the estimates indicates that the lowest future AADTvolumes on the existing US 70 will occur on the section between NC 11 and the US 258intersections. At this location on the existing US 70, the AADT volumes vary from 7,800 vpd to11,200 vpd compared with 29,600 vpd in the 2040 No Build.

Note that these findings only present traffic forecasting results. Differences in congestion relief, land useimpacts, natural resource impacts, and construction costs all must be examined in determining thepreferred locations, number, and type of interchanges.

APPENDIX ATRAFFIC FORECASTS

A1 – Scenario 1 – 2015 Base Year Existing ConditionsA2 – Scenario 2 – 2015 Base Year Build Alternative 1 (Upgrade US 70)A3 – Scenario 3A - 2015 Base Year Build Alternative 1S-S5 (Shallow Bypass with 5interchanges)A4 – Scenario 3B – 2015 Base Year Build Alternative 1S-P4 (Shallow Bypass with 4interchanges & rerouting of existing US 17 to NC 58)A5 – Scenario 4 – 2015 Base Year Build Alternative 11A6 – Scenario 5 – 2015 Base Year Build Alternative 12A7 – Scenario 6 – 2015 Base Year Build Alternative 31A8 – Scenario 7 – 2015 Base Year Build Alternative 32A9 – Scenario 8 – 2015 Base Year Build Alternative 35A10 – Scenario 9 – 2015 Base Year Build Alternative 36A11 – Scenario 10 – 2015 Base Year Build Alternative 51A12 – Scenario 11 – 2015 Base Year Build Alternative 52A13 – Scenario 12 – 2015 Base Year Build Alternative 63A14 – Scenario 13 – 2015 Base Year Build Alternative 65A15 – Scenario 14 – 2040 Horizon Year No BuildA16 – Scenario 15 – 2040 Horizon Year Build Alternative 1 (Upgrade US 70)A17 – Scenario 16A - 2040 Horizon Year Build Alternative 1S-S5 (Shallow Bypasswith 5 interchanges)A18 – Scenario 16B – 2040 Horizon Year Build Alternative 1S-P4 (Shallow Bypasswith 4 interchanges & rerouting of existing US 17 to NC 58)A19 – Scenario 17 – 2040 Horizon Year Build Alternative 11A20 – Scenario 18 – 2040 Horizon Year Build Alternative 12A21 – Scenario 19 – 2040 Horizon Year Build Alternative 31A22 – Scenario 20 – 2040 Horizon Year Build Alternative 32A23 – Scenario 21 – 2040 Horizon Year Build Alternative 35A24 – Scenario 22 – 2040 Horizon Year Build Alternative 36A25 – Scenario 23 – 2040 Horizon Year Build Alternative 51A26 – Scenario 24 – 2040 Horizon Year Build Alternative 52A27 – Scenario 25 – 2040 Horizon Year Build Alternative 63A28 – Scenario 26 – 2040 Horizon Year Build Alternative 65

APPENDIX A2015 Scenarios

LOCATION MAP

L E G E N D

N

NOT TO SCALE

COUNTY: Lenoir

TIP: R-2553

DATE: November 7, 2016

PREPARED BY: Parsons Brinckerhoff

LOCATION: US 70from west of NC 903 in La Grangeto east of Old US 70 in DoverPROJECT: US 70 Kinston Bypass

DIVISION: 2

WBS: 34460

( d, t )PM

DK### Vehicles Per Day (VPD) in 100s 1- Less than 50 VPD X Movement Prohibited

RoadwayFuture InterchangeExisting Interchange

K Design Hour Volume PercentagePM PM Peak PeriodD Peak Hour Directional Splità Indicates Direction of D(d,t) Duals, TT-STs (%)

2015 AVERAGE ANNUALDAILY TRAFFIC

EXISTING CONDITIONSSHEET 1 OF 2

Scenario 1Base Year

903

SR 1603Washington

St

SR

1309Jenny

LindR

d

903SR 1002

HaroldSutton Rd

InnovationW

ay

SR

1334B

arwick

Station

RdS

R1327

JimS

uttonR

d

Match

LineA

258

SR

1324K

ennedyH

ome

Rd

SR

1690W

illieM

easleyR

d

SR

1522A

lbertS

uggR

d

SR

1548H

illFarmR

d

Shopping

CenterD

r

Sussex

St

Pinelaw

nC

emetery

Dr

SR 2032Sanderson Way

SR 2021Smithfield Way

SR

2003Industrial

Dr

SR

1519E

asonR

d

SR

1546B

anksS

choolRd

SR 1546Banks School Rd

A St

SandClay Rd

Walm

artDr

Sheffield

Dr

SR 1503Fields Station Rd

C.F.H

arveyP

kwy

Ruby

Tuesday

20

212 396

40 40

102

24

4

1

12

52

2248

199 199 203 223

11 15

197

21

14

2712

2

168 202

2618

16

326

104

482

140

48

56

40

26

3017

230

28

166 300254

63

198201 397

4

6

6

4

3

86

212

3111873

23 4

6

4

30

30

65

16

99

8 10

373

23

1

11

3022

2 20

125

1 12

1 1

91

2 14

213

17

5 1

5

22

11 37

159

22 2

7

5

94241-1-

12 36

3818

10 36

72131

1 3

42 22

1 2

206

8

18

6 24

6 14

11

1 1

3 5

91670

148

( d, t )PM

DK

K Design Hour Volume PercentagePM PM Peak PeriodD Peak Hour Directional Splità Indicates Direction of D(d,t) Duals, TT-STs (%)

N

NOT TO SCALE

COUNTY: LenoirTIP: R-2553

DATE: November 7, 2016

PREPARED BY: Parsons Brinckerhoff

LOCATION: US 70from west of NC 903 in La Grangeto east of Old US 70 in DoverPROJECT: US 70 Kinston Bypass

DIVISION: 2WBS: 34460L E G E N D

LOCATION MAP

### Vehicles Per Day (VPD) in 100s 1- Less than 50 VPD X Movement Prohibited

RoadwayFuture InterchangeExisting Interchange

2015 AVERAGE ANNUALDAILY TRAFFIC

EXISTING CONDITIONSSHEET 2 OF 2

Scenario 1Base Year

SR 1139ClarencePotter Rd

55

11

58

SR 1341Tyree Rd

SR 1157N. Croom Bland Rd

58

Match

LineA

11

258

BUS

BUS70

SR 1158Leslie R. Stroud Rd

70

SR

1552H

illcrestRd

TrentonH

wy

LenoirCC

CentralAve

SR

1312Tilghm

anR

d

SR

1904W

haleyR

d

SR 1342Will Baker Rd

SR 1900Collier Loftin Rd

FergusonLn

SR 1383Mary

Beth Rd

SR 1351Old Asphalt Rd

SR 1161Green Haynes Rd

SR 1161Albritton Rd

MtV

ernonP

arkD

r

70

SR

1262N

WestS

t

SR

1357M

eadowbrook

Dr

1

100

99

64

12

104

11

190 266 128

17

111

106

8

170

15 70

64

256 164 140 136

10114

34 18

48

126

30

101

1- 17

100

162 148 122400

73

20

16

6

6

1-

3

74

8

397

18

8

126

4

17

1

86

56

49

8

748

46 70

50

14

10

8

2

50

60

20

150

7161

158128

290

6

4

1618

1- 1-

74 1143

81 13

864

26 20

314

9

6

1217

98 11 13 5

310

5 4

91-

1- 8

15

1-

1

1-

1

14 4 5 1

13

5

2

11

6

3

1

13

4

2

11-

1-

8

4

182

14

2

15

2

6

2

26

1 1

44154

44

12

11 46 4

216

334

114

1-

1-

3

5

LOCATION MAP

L E G E N D

N

NOT TO SCALE

COUNTY: Lenoir

TIP: R-2553

DATE: November 7, 2016

PREPARED BY: Parsons Brinckerhoff

LOCATION: US 70from west of NC 903 in La Grangeto east of Old US 70 in DoverPROJECT: US 70 Kinston Bypass

DIVISION: 2

WBS: 34460

( d, t )PM

DK### Vehicles Per Day (VPD) in 100s 1- Less than 50 VPD X Movement Prohibited

RoadwayFuture InterchangeExisting Interchange

K Design Hour Volume PercentagePM PM Peak PeriodD Peak Hour Directional Splità Indicates Direction of D(d,t) Duals, TT-STs (%)

SR 1603Washington St

903

C.F.H

arveyP

kwy

903

SR

1548H

illFarmR

d

Shopping

CenterD

r

Sussex

St

Pinelaw

nC

emetery

Dr

SR 2021Smithfield Way

SR

2003IndustrialD

r

SR

1519E

asonR

d

SR

1546B

anksS

choolRd

SR

1327Jim

Sutton

Rd

SR 1503Fields Station Rd

Match

LineA

Service Rd

SR 1546Banks School Rd

258

A St

Sand Clay Rd

HaroldSutton Rd

ServiceRd

Ruby

Tuesday

2015 AVERAGE ANNUALDAILY TRAFFIC

BUILD ALTERNATIVE 1(Upgrade US 70) SHEET 1 OF 2

148

Scenario 2Base Year

SR

1309Jenny

LindR

d

SR

1690W

illieM

easleyR

d

SR

1522A

lbertS

uggR

d

70119

8 14

23

1

08

12 0

17

5 2

10

30

112318141816

11

2 4

281

1 1

11

36 4

11

4 2642

16

1111

38 14

34

8 244 6

4420

11

1- 1-

21 78

42

38

24

4

200 218

28

60

3

7

3

174

22

16

44

30

166

36

6

7 9

34

7

8

16

6

514

23 4

22

70

350

120

20

40

26

212

0

22

50

212

34

24

134

30

58

22

164

SR 2032Sanderson Way

( d, t )PM

DK

K Design Hour Volume PercentagePM PM Peak PeriodD Peak Hour Directional Splità Indicates Direction of D(d,t) Duals, TT-STs (%)

N

NOT TO SCALE

COUNTY: LenoirTIP: R-2553

DATE: November 7, 2016

PREPARED BY: Parsons Brinckerhoff

LOCATION: US 70from west of NC 903 in La Grangeto east of Old US 70 in DoverPROJECT: US 70 Kinston Bypass

DIVISION: 2WBS: 34460L E G E N D

LOCATION MAP

### Vehicles Per Day (VPD) in 100s 1- Less than 50 VPD X Movement Prohibited

RoadwayFuture InterchangeExisting Interchange

70

SR

1552H

illcrestRd

SR 1342Will Baker Rd

11

58

TrentonHwy

LenoirCC

58

SR

1262N

WestS

t

Match

LineA

BUS

BUS70

70

SR 1383Mary Beth Rd

SR 1157N. Croom Bland Rd

SR 1341Tyree Rd

SR 1161 GreenHaynes Rd

SR 1161Albritton Rd

SR 1900Collier Loftin Rd

SR 1351Old Asphalt Rd

ServiceRd Measley

Rd

Service Rd

25811

55

2015 AVERAGE ANNUALDAILY TRAFFIC

BUILD ALTERNATIVE 1(Upgrade US 70) SHEET 2 OF 2

Scenario 2Base Year

SR

1904W

haleyR

d

1243

83 26

874

42 29

1151432

122 18

1-

1

4

6

9

4

13

2

20420

4

36

1 1

76122

10

2

20

6

18

4

8

5

412

28 6

15

3

2

18

2

8

2

10 2

20

216 286

150

13018624

148

350 304

164

54

22

94

24

116

169 111

13

15

108108

8

10

26

10

17

19

111

2135

164 134

14

6

8 10

11

3

8

6

18

14

LOCATION MAP

L E G E N D

N

NOT TO SCALE

COUNTY: Lenoir

TIP: R-2553

DATE: November 7, 2016

PREPARED BY: Parsons Brinckerhoff

LOCATION: US 70from west of NC 903 in La Grangeto east of Old US 70 in DoverPROJECT: US 70 Kinston Bypass

DIVISION: 2

WBS: 34460

( d, t )PM

DK### Vehicles Per Day (VPD) in 100s 1- Less than 50 VPD X Movement Prohibited

RoadwayFuture InterchangeExisting Interchange

K Design Hour Volume PercentagePM PM Peak PeriodD Peak Hour Directional Splità Indicates Direction of D(d,t) Duals, TT-STs (%)

903

903

Sussex

St

Match

LineA

Service Rd

258

A St

Sand Clay Rd

38222035

13

Sheffield

Dr

Match

LineB

SR

1334B

arwick

Station

Rd

Walm

artDr

SR 1603Washington St

SR 1503Fields Station Rd

HaroldSutton Rd

ServiceRd

SR

1327Jim

Sutton

Rd

Shopping

CenterD

rP

inelawn

Cem

eteryD

r

SR 1546Banks School Rd

SR

1519E

asonR

d

SR

1546B

anksS

choolRd

SR

2003IndustrialD

rSR

1309Jenny

LindR

d

SR

1690W

illieM

easleyR

d

SR

1522A

lbertS

uggR

d

119

8 14

23

1

17

5 2

2112

11

2 4

212

1- 1-

11

36 4

11

4 26

34

7 134 6

4420

11

1- 1-

3

388 14

2622

20 23

22

1 2

Ruby

Tuesday

C.F.H

arveyP

kwy

SR 2032Sanderson Way

2015 AVERAGE ANNUALDAILY TRAFFIC

Scenario 3ABase Year

42

38

24

4

200 215

28

3

7

3

174

22

16

44

22

166

36

6

7 9

30

7

8

16

6

514

23 4

22

206

2

36

52

41

174

74

167

63

68

44

60

180

190 207

6

32

22

32

26

4

3

70

SR

1548H

illFarmR

d

60

SR 2021Smithfield Way

148

70

52

20

2626

2 18

11

24 28

79

8 14

14

12

10

6

BUILD ALTERNATIVE 1S-S5(Shallow Bypass) SHEET 1 OF 2

( d, t )PM

DK

K Design Hour Volume PercentagePM PM Peak PeriodD Peak Hour Directional Splità Indicates Direction of D(d,t) Duals, TT-STs (%)

N

NOT TO SCALE

COUNTY: LenoirTIP: R-2553

DATE: November 7, 2016

PREPARED BY: Parsons Brinckerhoff

LOCATION: US 70from west of NC 903 in La Grangeto east of Old US 70 in DoverPROJECT: US 70 Kinston Bypass

DIVISION: 2WBS: 34460L E G E N D

LOCATION MAP

### Vehicles Per Day (VPD) in 100s 1- Less than 50 VPD X Movement Prohibited

RoadwayFuture InterchangeExisting Interchange

44

70

11

58

SR

1357M

eadowbrook

Dr

TrentonH

wy

LenoirCC

58

Match

LineA

BUS

BUS70

70

65 840

30 12

842

16 4

9

6

10

7

7

10

29139

3331

48 26

2126

47 11

5

2

13

13

14

MtV

ernonP

arkD

r

FergusonLn

Match

LineB

SR 1383Mary Beth Rd

SR 1351Old Asphalt Rd

SR 1157N. Croom Bland Rd

SR 1161Green Haynes Rd

SR 1161Albritton Rd

55258

11

104

SR 1341Tyree Rd

SR

1262N

WestS

t

SR

1313B

urkettRd

SR 1342Will Baker Rd

SR 1900Collier Loftin Rd

SR

1904W

haleyR

d

116

36

1 1

412

28 6

15

3

2

18

2

10 2

1-1

46

1210

53 20

138

11

711

7

5 314 4

611

SR

1552H

illcrestRd

11

7

2015 AVERAGE ANNUALDAILY TRAFFIC

Scenario 3ABase Year

180 160 119

48 118

160

108

21

207 98

148 18

81

18

76

158

91

17

89 72

18

15

26

19

8 8

16475 13477 64

78

208

8

155

7 100

8

10

11

111

2135

146

3

1018

9414585

8

17 7 1734

14

17

4

3

BUILD ALTERNATIVE 1S-S5(Shallow Bypass) SHEET 2 OF 2

LOCATION MAP

L E G E N D

N

NOT TO SCALE

COUNTY: Lenoir

TIP: R-2553

DATE: November 7, 2016

PREPARED BY: Parsons Brinckerhoff

LOCATION: US 70from west of NC 903 in La Grangeto east of Old US 70 in DoverPROJECT: US 70 Kinston Bypass

DIVISION: 2

WBS: 34460

( d, t )PM

DK### Vehicles Per Day (VPD) in 100s 1- Less than 50 VPD X Movement Prohibited

RoadwayFuture InterchangeExisting Interchange

K Design Hour Volume PercentagePM PM Peak PeriodD Peak Hour Directional Splità Indicates Direction of D(d,t) Duals, TT-STs (%)

2015 AVERAGE ANNUALDAILY TRAFFIC

Scenario 3BBase Year

903

903

Sussex

St

Match

LineA

Service Rd

258

A St

Sand Clay Rd

31312435

13

Sheffield

Dr

Match

LineB

SR

1334B

arwick

Station

Rd

Walm

artDr

SR 1603Washington St

SR 1503Fields Station Rd

HaroldSutton Rd

ServiceRd

SR

1327Jim

Sutton

Rd

Shopping

CenterD

rP

inelawn

Cem

eteryD

r

SR 1546Banks School Rd

SR

1519E

asonR

d

SR

1546B

anksS

choolRd

SR

2003IndustrialD

r

14

12

10

6

SR

1309Jenny

LindR

d

SR

1690W

illieM

easleyR

d

SR

1522A

lbertS

uggR

d

119

8 14

23

1

17

5 2

2112

11

2 4

212

1- 1-

11

36 4

11

4 26

34

7 134 6

4420

11

1- 1-

3

388 14

2622

20 23

22

1 2

Ruby

Tuesday

C.F.H

arveyP

kwy

SR 2032Sanderson Way

42

38

24

4

200 215

28

3

7

3

174

22

16

44

22

166

36

6

7 9

30

7

8

16

6

514

23 4

22

196

2

32

52

41

180

74

173

63

68

44

62

196

196 197

6

28

22

32

26

4

3

70

SR

1548H

illFarmR

d

60

SR 2021Smithfield Way

148

70

8 14

79

11

26 26

52

20

2626

2 18

BUILD ALTERNATIVE 1S-P4(Shallow Bypass) SHEET 1 OF 2

( d, t )PM

DK

K Design Hour Volume PercentagePM PM Peak PeriodD Peak Hour Directional Splità Indicates Direction of D(d,t) Duals, TT-STs (%)

N

NOT TO SCALE

COUNTY: LenoirTIP: R-2553

DATE: November 7, 2016

PREPARED BY: Parsons Brinckerhoff

LOCATION: US 70from west of NC 903 in La Grangeto east of Old US 70 in DoverPROJECT: US 70 Kinston Bypass

DIVISION: 2WBS: 34460L E G E N D

LOCATION MAP

### Vehicles Per Day (VPD) in 100s 1- Less than 50 VPD X Movement Prohibited

RoadwayFuture InterchangeExisting Interchange

2015 AVERAGE ANNUALDAILY TRAFFIC

Scenario 3BBase Year

44

70

11

58

SR

1357M

eadowbrook

Dr

58

Match

LineA

BUS

BUS70

70

65 638

28 12

722

16 4

12

7

10

7

6

11

29139

3226

48 26

2531

47 8

5

2

16

10

MtV

ernonP

arkD

r

FergusonLn

Match

LineB

SR 1383Mary Beth Rd

SR 1351Old Asphalt Rd

SR 1157N. Croom Bland Rd

SR 1161Green Haynes Rd

SR 1161Albritton Rd

55258

11

SR 1341Tyree Rd

SR

1262N

WestS

t

SR

1313B

urkettRd

SR 1342Will Baker Rd

SR 1900Collier Loftin Rd

SR

1904W

haleyR

d

116

36

1 1

412

28 6

15

3

2

18

2

10 2

1-1

46

111210

128

10

7 11

611

SR

1552H

illcrestRd

61

11

196 180 135

40 98

160

102

23

197 88

152 18

91

22

150

158

103

17

101 152

18

19

26

19

8 8

164 134

80

198

11

155

7 100

10

11

111

2135

146

3

1018

106147147

8

7 17

14

17

BUILD ALTERNATIVE 1S-P4(Shallow Bypass) SHEET 2 OF 2

164

TrentonH

wy

1921

30

1292

47

22 1-

19

49

LOCATION MAP

L E G E N D

N

NOT TO SCALE

COUNTY: Lenoir

TIP: R-2553

DATE: November 7, 2016

PREPARED BY: Parsons Brinckerhoff

LOCATION: US 70from west of NC 903 in La Grangeto east of Old US 70 in DoverPROJECT: US 70 Kinston Bypass

DIVISION: 2

WBS: 34460

( d, t )PM

DK### Vehicles Per Day (VPD) in 100s 1- Less than 50 VPD X Movement Prohibited

RoadwayFuture InterchangeExisting Interchange

K Design Hour Volume PercentagePM PM Peak PeriodD Peak Hour Directional Splità Indicates Direction of D(d,t) Duals, TT-STs (%)

903

C.F.H

arveyP

kwy

903

Match

LineA

Service Rd

258

A St

70

Sand Clay Rd

Match

LineB

Walm

artDr

2015 AVERAGE ANNUALDAILY TRAFFIC

BUILD ALTERNATIVE 11SHEET 1 OF 2

SR 1603Washington St

SR 1503Fields Station Rd

HaroldSutton Rd

SR

1519E

asonR

d

SR

1546B

anksS

choolRd

Shopping

CenterD

rP

inelawn

Cem

eteryD

r

SR 1546Banks School Rd

Sussex

St

Sheffield

DrS

R2003

IndustrialDr

Ruby

Tuesday

ServiceRd

SR

1327Jim

Sutton

Rd

Scenario 4Base Year

SR

1309Jenny

LindR

d

SR

1690W

illieM

easleyR

d

SR

1522A

lbertS

uggR

d

SR

1548H

illFarmR

d

SR 2021Smithfield Way

InnovationW

ay26

206

136

8

18

6 2298 22

227

66

228

2 4

363

52

20

22

1 2

136

73

119

8 14

1616

4 6

4420

42

200 218174166

703022

2 18

4023210186

63

2922

12 29

150 162120 1341436 11

20 32

52

20

8

30

16

6 14

26

20 28

30

108

4 10

27

48

65

5

22

24

22

44

23

1

17

5 2

716

23

22

11

2 4

11

4 24

26

34

7 9

8

6

4

11

1- 1-

3

16

14

32

261

1 1

34

4

3 28

7

5

11

36 4

38 6

60

6 24

148

SR 2032Sanderson Way

( d, t )PM

DK

K Design Hour Volume PercentagePM PM Peak PeriodD Peak Hour Directional Splità Indicates Direction of D(d,t) Duals, TT-STs (%)

N

NOT TO SCALE

COUNTY: LenoirTIP: R-2553

DATE: November 7, 2016

PREPARED BY: Parsons Brinckerhoff

LOCATION: US 70from west of NC 903 in La Grangeto east of Old US 70 in DoverPROJECT: US 70 Kinston Bypass

DIVISION: 2WBS: 34460L E G E N D

LOCATION MAP

### Vehicles Per Day (VPD) in 100s 1- Less than 50 VPD X Movement Prohibited

RoadwayFuture InterchangeExisting Interchange

SR

1262N

WestS

t

SR

1552H

illcrestRd

70

11

58

TrentonH

wy

LenoirCC

58

Match

LineA

BUS

BUS70

70

55

Match

LineB

Realignment

SR 1149Joe Nunn Rd

CentralAve

SR

1312Tilghm

anR

d

25811

2015 AVERAGE ANNUALDAILY TRAFFIC

BUILD ALTERNATIVE 11SHEET 2 OF 2

SR

1313B

urkettRd

SR 1342Will Baker Rd

SR 1900Collier Loftin Rd

FergusonLn

SR 1383Mary Beth Rd

SR 1351Old Asphalt Rd

SR 1161Green Haynes Rd

SR 1161Albritton Rd

MtV

ernonP

arkD

r

Scenario 4Base Year

SR

1904W

haleyR

d

SR

1357M

eadowbrook

Dr

612

18

4 2

2212 60 525860

72

112

72

4

6 66

6

12

9 2 1 1

2

10

12

48 44

15

3

1

8

4

46

2

116

48

68

4812

4118

70

6

844

16 12

1315

75 29 12 412 6

41470 146 140 92 72

10

90 80230 120228

18 110

121834

16

90

150

75 44154

6 4

160

108

76

72

136116

74

42816

44 246

1538

15

8

8

1042

34 16

124

50

54

52

85

3

14

10

8

2

26

1 1

4 61-

1

1-

1

LOCATION MAP

L E G E N D

N

NOT TO SCALE

COUNTY: Lenoir

TIP: R-2553

DATE: November 7, 2016

PREPARED BY: Parsons Brinckerhoff

LOCATION: US 70from west of NC 903 in La Grangeto east of Old US 70 in DoverPROJECT: US 70 Kinston Bypass

DIVISION: 2

WBS: 34460

( d, t )PM

DK### Vehicles Per Day (VPD) in 100s 1- Less than 50 VPD X Movement Prohibited

RoadwayFuture InterchangeExisting Interchange

K Design Hour Volume PercentagePM PM Peak PeriodD Peak Hour Directional Splità Indicates Direction of D(d,t) Duals, TT-STs (%)

903

C.F.H

arveyP

kwy

903

Match

LineA

Service Rd

258

A St

70

Sand Clay Rd

HaroldSutton Rd

2015 AVERAGE ANNUALDAILY TRAFFIC

BUILD ALTERNATIVE 12SHEET 1 OF 2

Match

LineB

Walm

artDrSR 1603

Washington St

SR 1503Fields Station Rd

ServiceRd

SR

1327Jim

Sutton

Rd

SR

1519E

asonR

d

SR

1546B

anksS

choolRd

Shopping

CenterD

rP

inelawn

Cem

eteryD

r

SR 1546Banks School Rd

Sussex

St

Sheffield

Dr

SR

2003IndustrialD

r

Ruby

Tuesday

Scenario 5Base Year

SR

1309Jenny

LindR

d

SR

1690W

illieM

easleyR

d

SR

1522A

lbertS

uggR

d

InnovationW

ay

SR

1548H

illFarmR

d

SR 2021Smithfield Way

26

206

136

8

18

6 2298 22

227

66

228

2 4

363

52

20

22

1 2

136

11

36 4

38 6

60

26

73

119

8 14

1616

4 6

4420

42

200 21817416670

3022

2 18

4023210186

63

2922

12 29

150 162120 1341436 11

20 32

5232

6 24

27

48

65

5

22

20

8

30

16

6 14

20 28

30

108

4 10

17

5 2

716

23

22

11

2 4

11

4 24

26

34

7 9

8

6

4

261

1 1

34

4

3 28

7

5

11

1- 1-

3

16

14

24

22

44

23

1

148

SR 2032Sanderson Way

( d, t )PM

DK

K Design Hour Volume PercentagePM PM Peak PeriodD Peak Hour Directional Splità Indicates Direction of D(d,t) Duals, TT-STs (%)

N

NOT TO SCALE

COUNTY: LenoirTIP: R-2553

DATE: November 7, 2016

PREPARED BY: Parsons Brinckerhoff

LOCATION: US 70from west of NC 903 in La Grangeto east of Old US 70 in DoverPROJECT: US 70 Kinston Bypass

DIVISION: 2WBS: 34460L E G E N D

LOCATION MAP

### Vehicles Per Day (VPD) in 100s 1- Less than 50 VPD X Movement Prohibited

RoadwayFuture InterchangeExisting Interchange

SR

1552H

illcrestRd

70

SR 1309Caswell Rd

11

58

TrentonH

wy

LenoirCC

58

Match

LineA

BUS

BUS70

70

2015 AVERAGE ANNUALDAILY TRAFFIC

BUILD ALTERNATIVE 12SHEET 2 OF 2

55

Match

LineB

Realignment

25811

SR

1262N

WestS

t

SR 1342Will Baker Rd

SR 1900Collier Loftin Rd

SR 1149Joe Nunn Rd

CentralAve

FergusonLn

SR 1383Mary Beth Rd

SR 1351Old Asphalt Rd

SR 1161Albritton Rd

MtV

ernonP

arkD

r

Scenario 5Base Year

SR

1904W

haleyR

d

SR

1357M

eadowbrook

Dr

8 44

31448

3 210 4

18

11268

4

6 68

74

62 124

7

123

14

1042

34 16

844

16 12

1315

75 29 12 412 6

41470 146 140 92 72

10

90 80230 120228

18 110

12 1834

16

124 90

150

75 44154

6 4

1-

4

2

1

6

6

224

3

1

8

4

46

2116

48

4812

4118

70

160 108

78

74136

116

74

42816

44 247

1638

15

8

8

50

54

52

85

3

14

10

8

2

26

1 1

LOCATION MAP

L E G E N D

N

NOT TO SCALE

COUNTY: Lenoir

TIP: R-2553

DATE: November 7, 2016

PREPARED BY: Parsons Brinckerhoff

LOCATION: US 70from west of NC 903 in La Grangeto east of Old US 70 in DoverPROJECT: US 70 Kinston Bypass

DIVISION: 2

WBS: 34460

( d, t )PM

DK### Vehicles Per Day (VPD) in 100s 1- Less than 50 VPD X Movement Prohibited

RoadwayFuture InterchangeExisting Interchange

K Design Hour Volume PercentagePM PM Peak PeriodD Peak Hour Directional Splità Indicates Direction of D(d,t) Duals, TT-STs (%)

903

C.F.H

arveyP

kwy

903

Match

LineA

Service Rd

258

A St

70

Sand Clay Rd

AVERAGE ANNUALDAILY TRAFFIC

BUILD ALTERNATIVE 31SHEET 1 OF 2

Match

LineB

Walm

artDr

2015

SR 1603Washington St

SR 1503Fields Station Rd

ServiceRd

SR

1327Jim

Sutton

Rd

SR

1519E

asonR

d

SR

1546B

anksS

choolRd

Shopping

CenterD

rP

inelawn

Cem

eteryD

r

SR 1546Banks School Rd

Sussex

St

Sheffield

Dr

SR

2003IndustrialD

r

Scenario 6Base Year

SR

1309Jenny

LindR

d

SR

1690W

illieM

easleyR

d

SR

1522A

lbertS

uggR

d

SR

1548H

illFarmR

d

SR 2021Smithfield Way

Ruby

TuesdayInnovationW

ay

HaroldSutton Rd

SR

1334B

arwick

StationR

d

ServiceRd

101

1- 17

414 4720236

13 170 6

233110 234124148 138

128

400

88

11 18

52

2 52

2263

8

18 67

119

8 14

210

42

174166 122

17

72

40

1

7326

206 3022

4 18

11

13 39

3020

10 30

206128 184154

4

3

22

1 24 12

4820

20

8

30

16

6 14

26

14 30

30

115

1 11

27

48

65

5

22

24

22

44

23

1

17

5 2

716

23

22

12

1 2

9 9

5

5

415 811

36 6

38 8

62

32

1- 1-

4 5

15

20

72

13 2

4

4

148

SR 2032Sanderson Way

( d, t )PM

DK

K Design Hour Volume PercentagePM PM Peak PeriodD Peak Hour Directional Splità Indicates Direction of D(d,t) Duals, TT-STs (%)

N

NOT TO SCALE

COUNTY: LenoirTIP: R-2553

DATE: November 7, 2016

PREPARED BY: Parsons Brinckerhoff

LOCATION: US 70from west of NC 903 in La Grangeto east of Old US 70 in DoverPROJECT: US 70 Kinston Bypass

DIVISION: 2WBS: 34460L E G E N D

LOCATION MAP

### Vehicles Per Day (VPD) in 100s 1- Less than 50 VPD X Movement Prohibited

RoadwayFuture InterchangeExisting Interchange

SR

1262N

WestS

t

70

11

58

TrentonH

wy

LenoirCC

58

Match

LineA

BUS

BUS70

70

2015 AVERAGE ANNUALDAILY TRAFFIC

BUILD ALTERNATIVE 31SHEET 2 OF 2

11

Match

LineB

SR

1312Tilghm

anR

d

258

SR

1313B

urkettRd

SR 1342Will Baker Rd

SR 1900Collier Loftin Rd

SR 1149Joe Nunn Rd

CentralAve

FergusonLn

SR 1383Mary Beth Rd

SR 1351Old Asphalt Rd

MtV

ernonP

arkD

r

Scenario 6Base Year

SR

1904W

haleyR

d

SR

1357M

eadowbrook

Dr

SR 1161Green Haynes Rd

SR 1161Albritton Rd

55

Realignment

SR

1552H

illcrestRd

74

74

864

19 9

74 146

150

236 126234

88

8 44

12

75 44154 681315

75 29 12 412 6

414140 92 72

10

90 80

18 110

1834

16

6 4

513

18

4 2

2212 60 505860 112

6 68

6

12

9 2 1 1

2

4

130

1042

38 18

8

4

45

5

120

50

74128

12

116

4

2

62

160

104

78

114

66

38715

42 267

1534

14

40

6

48

8

8

50

54

52

85

3

10

12

15

6

14

10

8

2

26

1 1

3

1

4

4

641-

1

1-

1

LOCATION MAP

L E G E N D

N

NOT TO SCALE

COUNTY: Lenoir

TIP: R-2553

DATE: November 7, 2016

PREPARED BY: Parsons Brinckerhoff

LOCATION: US 70from west of NC 903 in La Grangeto east of Old US 70 in DoverPROJECT: US 70 Kinston Bypass

DIVISION: 2

WBS: 34460

( d, t )PM

DK### Vehicles Per Day (VPD) in 100s 1- Less than 50 VPD X Movement Prohibited

RoadwayFuture InterchangeExisting Interchange

K Design Hour Volume PercentagePM PM Peak PeriodD Peak Hour Directional Splità Indicates Direction of D(d,t) Duals, TT-STs (%)

903

C.F.H

arveyP

kwy

903

Match

LineA

Service Rd

258

A St

70

Sand Clay Rd

HaroldSutton Rd

2015 AVERAGE ANNUALDAILY TRAFFIC

BUILD ALTERNATIVE 32SHEET 1 OF 2

Match

LineB

Walm

artDrSR 1603

Washington St

SR 1503Fields Station Rd

ServiceRd

SR

1327Jim

Sutton

Rd

SR

1519E

asonR

d

SR

1546B

anksS

choolRd

Shopping

CenterD

rP

inelawn

Cem

eteryD

r

SR 1546Banks School Rd

Sussex

St

Sheffield

Dr

SR

2003IndustrialD

r

Scenario 7Base Year

SR

1309Jenny

LindR

d

SR

1690W

illieM

easleyR

d

SR

1522A

lbertS

uggR

d

SR

1548H

illFarmR

d

SR 2021Smithfield Way

InnovationW

ay

Ruby

Tuesday

SR

1334B

arwick

Station

Rd

ServiceRd

101

1- 17

414 4720236

13 170 6

233110 234124148 138

128

400

88

11 18

52

2 52

2263

8

18 67

119

8 14

210

42

174166 122

17

415 872

40

1

7326

206 3022

4 18

11

13 39

3020

10 30

206128 184154

4

3

22

1 24 12

4820

27

48

65

5

22

20

8

30

16

6 14

26

14 30

30

115

1 1124

22

44

23

1

17

5 2

716

23

12

1 2

9 9

5

5

11

36 6

38 8

62

22

32

1- 1-

4 5

15

20

72

13 2

4

4

148

SR 2032Sanderson Way

( d, t )PM

DK

K Design Hour Volume PercentagePM PM Peak PeriodD Peak Hour Directional Splità Indicates Direction of D(d,t) Duals, TT-STs (%)

N

NOT TO SCALE

COUNTY: LenoirTIP: R-2553

DATE: November 7, 2016

PREPARED BY: Parsons Brinckerhoff

LOCATION: US 70from west of NC 903 in La Grangeto east of Old US 70 in DoverPROJECT: US 70 Kinston Bypass

DIVISION: 2WBS: 34460L E G E N D

LOCATION MAP

### Vehicles Per Day (VPD) in 100s 1- Less than 50 VPD X Movement Prohibited

RoadwayFuture InterchangeExisting Interchange

70

11

58

TrentonH

wy

LenoirCC

58

Match

LineA

BUS

BUS70

70

2015 AVERAGE ANNUALDAILY TRAFFIC

BUILD ALTERNATIVE 32SHEET 2 OF 2

55

11

Match

LineB

Realignment

258

SR

1262N

WestS

t

SR

1313B

urkettRdSR 1149

Joe Nunn Rd

CentralAve

FergusonLn

SR 1383Mary Beth Rd

SR 1351Old Asphalt Rd

SR 1161Green Haynes Rd

SR 1161Albritton Rd

MtV

ernonP

arkD

r

SR 1342Will Baker Rd

SR 1900Collier Loftin Rd

Scenario 7Base Year

SR

1904W

haleyR

d

SR

1357M

eadowbrook

Dr

SR 1309Caswell Rd

SR

1552H

illcrestRd

864

19 9

3

1

8

4

45

5

120

50

74 146

150

236 126234

76

76

128

130

12

4116

4

2

62

88

160104

80

114

66

38715

42 268

1634

14

40

6

1042

38 18

8 44

12

75 44154 31448

3 211 3

18

11268

6 70

60 124

12

14

1315

75 29 12 412 6

414140 92 72

10

90 80

18 110

1834

16

6 4

48

8

8

50

54

52

85

3

14

10

8

2

26

1 1

6

6

224

4 7

3

1-

4

2

1

LOCATION MAP

L E G E N D

N

NOT TO SCALE

COUNTY: Lenoir

TIP: R-2553

DATE: November 7, 2016

PREPARED BY: Parsons Brinckerhoff

LOCATION: US 70from west of NC 903 in La Grangeto east of Old US 70 in DoverPROJECT: US 70 Kinston Bypass

DIVISION: 2

WBS: 34460

( d, t )PM

DK### Vehicles Per Day (VPD) in 100s 1- Less than 50 VPD X Movement Prohibited

RoadwayFuture InterchangeExisting Interchange

K Design Hour Volume PercentagePM PM Peak PeriodD Peak Hour Directional Splità Indicates Direction of D(d,t) Duals, TT-STs (%)

903

C.F.H

arveyP

kwy

903

Match

LineA

Service Rd

258

A St

70

Sand Clay Rd

HaroldSutton Rd

2015 AVERAGE ANNUALDAILY TRAFFIC

BUILD ALTERNATIVE 35SHEET 1 OF 2

Match

LineB

Walm

artDrSR 1603

Washington St

SR 1503Fields Station Rd

ServiceRd

SR

1327Jim

Sutton

Rd

SR

1519E

asonR

d

SR

1546B

anksS

choolRd

Shopping

CenterD

rP

inelawn

Cem

eteryD

r

SR 1546Banks School Rd

Sussex

St

Sheffield

Dr

SR

2003IndustrialD

r

Scenario 8Base Year

SR

1309Jenny

LindR

d

SR

1690W

illieM

easleyR

d

SR

1522A

lbertS

uggR

d

SR

1548H

illFarmR

d

SR 2021Smithfield Way

Ruby

TuesdayInnovationW

ay

172

60

60

54 6

168

33

414 7424929

13 17

160 174190 180

11

8

18

17

38

206 3220

5 17

11

15 37

3520

10 35

22

1 2

91

3 13

119

8 14

42

174166 216

18

52

2 52

2263

9873 4

3

314 315264178 240200

3 15

5020

27

48

65

5

22

20

8

30

16

6 14

26

14 30

30

115

1 1124

22

44

23

1

17

5 2

716

23

22

12

1 2

9 9

5

5

7

7

1 6

34

414

74

11

36 8

38 10

64

42

1- 1-

4 6

16

22

44

148

26

SR 2032Sanderson Way

( d, t )PM

DK

K Design Hour Volume PercentagePM PM Peak PeriodD Peak Hour Directional Splità Indicates Direction of D(d,t) Duals, TT-STs (%)

N

NOT TO SCALE

COUNTY: LenoirTIP: R-2553

DATE: November 7, 2016

PREPARED BY: Parsons Brinckerhoff

LOCATION: US 70from west of NC 903 in La Grangeto east of Old US 70 in DoverPROJECT: US 70 Kinston Bypass

DIVISION: 2WBS: 34460L E G E N D

LOCATION MAP

### Vehicles Per Day (VPD) in 100s 1- Less than 50 VPD X Movement Prohibited

RoadwayFuture InterchangeExisting Interchange

70

11

58

TrentonH

wy

LenoirCC

58

Match

LineA

BUS

BUS70

70

2015 AVERAGE ANNUALDAILY TRAFFIC

BUILD ALTERNATIVE 35SHEET 2 OF 2

SR 1139ClarencePotter Rd

SR 1161 GreenHaynes Rd

55

11

Match

LineB

Bum

coatR

d

SR 1161Albritton Rd

SR 1157N. CroomBland Rd

CentralAve

SR 1341Tyree Rd

258

Service Rd

SR

1262N

WestS

t

SR

1313B

urkettRd

SR 1342Will Baker Rd

SR 1900Collier Loftin Rd

FergusonLn

SR 1383Mary Beth Rd

SR 1351Old Asphalt Rd

MtV

ernonP

arkD

r

Scenario 8Base Year

SR

1904W

haleyR

d

SR

1357M

eadowbrook

Dr

SR 1309Caswell Rd

SR

1552H

illcrestRd

864

39 11 12 6

1

1

5

4

1

1

8

6

3

1

108

1214

182

150

176 128

40

126 116

44

8

8

42

40

38

50

48

2

100

98

96108 104

44

22

46

56

52

60

40

36

18162

11

6

6

52

43

43

52

42

4 32

9

36

2

1010

6

39

14 8

24

53

1416

12 10

74

4

13

110

4

2

128318 208315

110

124

6

224

1143

67 19

314

3 2

18

112

6

8 44

44154 48

11 3

12

14

1315

75 29 12 4

414

10110

1834

16

6 4

46

4 4

14

10

8

2

26

1 1

4 7

3

1-

4

2

1

LOCATION MAP

L E G E N D

N

NOT TO SCALE

COUNTY: Lenoir

TIP: R-2553

DATE: November 7, 2016

PREPARED BY: Parsons Brinckerhoff

LOCATION: US 70from west of NC 903 in La Grangeto east of Old US 70 in DoverPROJECT: US 70 Kinston Bypass

DIVISION: 2

WBS: 34460

( d, t )PM

DK### Vehicles Per Day (VPD) in 100s 1- Less than 50 VPD X Movement Prohibited

RoadwayFuture InterchangeExisting Interchange

K Design Hour Volume PercentagePM PM Peak PeriodD Peak Hour Directional Splità Indicates Direction of D(d,t) Duals, TT-STs (%)

903

C.F.H

arveyP

kwy

903

Match

LineA

Service Rd

258

A St

70

Sand Clay Rd

HaroldSutton Rd

2015 AVERAGE ANNUALDAILY TRAFFIC

BUILD ALTERNATIVE 36SHEET 1 OF 2

Match

LineB

Walm

artDrSR 1603

Washington St

SR 1503Fields Station Rd

ServiceRd

SR

1327Jim

Sutton

Rd

SR

1519E

asonR

d

SR

1546B

anksS

choolRd

Shopping

CenterD

rP

inelawn

Cem

eteryD

r

SR 1546Banks School Rd

Sussex

St

Sheffield

Dr

SR

2003IndustrialD

r

Scenario 9Base Year

SR

1309Jenny

LindR

d

SR

1690W

illieM

easleyR

d

SR

1522A

lbertS

uggR

d

SR

1548H

illFarmR

d

SR 2021Smithfield Way

Ruby

TuesdayInnovationW

ay

172

62

62

55 7

168 414 7424929

13 17

160 174190 180

11

8

18

17

38

206 3220

5 17

11

15 37

3520

10 35

22

1 2

91

3 13

119

8 14

42

174166 216

18

52

2 52

2263

9873 4

3

314 315264178 240200

3 15

5020

20

8

30

16

6 14

26

14 30

30

115

1 11

27

48

65

5

22

24

22

44

23

1

17

5 2

716

23

22

12

1 2

9 9

5

5

7

7

1 6

34

414

74

11

36 8

38 10

64

42

1- 1-

4 6

16

22

44 33

148

26

SR 2032Sanderson Way

( d, t )PM

DK

K Design Hour Volume PercentagePM PM Peak PeriodD Peak Hour Directional Splità Indicates Direction of D(d,t) Duals, TT-STs (%)

N

NOT TO SCALE

COUNTY: LenoirTIP: R-2553

DATE: November 7, 2016

PREPARED BY: Parsons Brinckerhoff

LOCATION: US 70from west of NC 903 in La Grangeto east of Old US 70 in DoverPROJECT: US 70 Kinston Bypass

DIVISION: 2WBS: 34460L E G E N D

LOCATION MAP

### Vehicles Per Day (VPD) in 100s 1- Less than 50 VPD X Movement Prohibited

RoadwayFuture InterchangeExisting Interchange

11

58

Match

LineA

BUS

BUS70

70

SR 1139ClarencePotter Rd

SR 1161 GreenHaynes Rd

55

11

Match

LineB

Bum

coatR

d

SR 1161Albritton Rd

SR 1157N. CroomBland Rd

CentralAve

SR 1341Tyree Rd

258

Service Rd

FergusonLn

SR 1383Mary Beth Rd

SR 1351Old Asphalt Rd

MtV

ernonP

arkD

r

SR

1552H

illcrestRd

70

TrentonH

wy

LenoirCC

2015 AVERAGE ANNUALDAILY TRAFFIC

BUILD ALTERNATIVE 36SHEET 2 OF 2

SR

1312Tilghm

anR

d

58

SR

1262N

WestS

t

SR

1313B

urkettRd

SR 1342Will Baker Rd

SR 1900Collier Loftin Rd

Scenario 9Base Year

SR

1904W

haleyR

d

SR

1357M

eadowbrook

Dr

38

38

414

18

4 2

1312 96 829294 112

4 34

6

12

9 2 1 1

2

4

864

39 11 12 6

1

1

5

4

1

1

8

6

3

1

108

1214

182

150

176 128

40

126 116

44

8

8

42

40

38

50

48

2

114

112

108 104

44

22

46

58

54

62

40

38

18162

11

6

6

53

44

44

53

43

9

10

6

210

14 8

24

44

316

8 17

74

4

13

110

4

2

128318 208315

110

1143

67 19

8 44

44154 1315

75 29 12 4

414

10110

1834

16

6 4

46

4 4

10

12

15

6

14

10

8

2

26

1 1

4

641-

1

1-

1

LOCATION MAP

L E G E N D

N

NOT TO SCALE

COUNTY: Lenoir

TIP: R-2553

DATE: November 7, 2016

PREPARED BY: Parsons Brinckerhoff

LOCATION: US 70from west of NC 903 in La Grangeto east of Old US 70 in DoverPROJECT: US 70 Kinston Bypass

DIVISION: 2

WBS: 34460

( d, t )PM

DK### Vehicles Per Day (VPD) in 100s 1- Less than 50 VPD X Movement Prohibited

RoadwayFuture InterchangeExisting Interchange

K Design Hour Volume PercentagePM PM Peak PeriodD Peak Hour Directional Splità Indicates Direction of D(d,t) Duals, TT-STs (%)

903

C.F.H

arveyP

kwy

903

Match

LineA

Service Rd

258

A St

70

Sand Clay Rd

HaroldSutton Rd

2015 AVERAGE ANNUALDAILY TRAFFIC

BUILD ALTERNATIVE 51SHEET 1 OF 2

Match

LineB

Walm

artDrSR 1603

Washington St

SR 1503Fields Station Rd

ServiceRd

SR

1327Jim

Sutton

Rd

SR

1519E

asonR

d

SR

1546B

anksS

choolRd

Shopping

CenterD

rP

inelawn

Cem

eteryD

r

SR 1546Banks School Rd

Sussex

St

Sheffield

Dr

SR

2003IndustrialD

r

Scenario 10Base Year

SR

1309Jenny

LindR

d

SR

1690W

illieM

easleyR

d

SR

1522A

lbertS

uggR

d

SR

1548H

illFarmR

d

SR 2021Smithfield Way

Ruby

TuesdayInnovationW

ay

SR

1334B

arwick

Station

Rd

90

85 5

119

8 14

42

174166

42

1- 1-

4 6

16

414 7323828

14 16

278128 279142158 148

11 18

52

2 52

2263

8

18 96

140

17

3673

26

206 3220

6 16

11

13 39

3320

10 33

228144 206170

4

3

22

1 2

7

136216 91

3 133 15

5020

22

74

20

8

30

16

6 14

26

14 30

30

115

1 11

27

48

65

5

22

24

22

44

23

1

17

5 2

716

23

22

12

1 2

9 9

5

5

4147

1 6

34

11

36 8

38 10

64

44 33

148

SR 2032Sanderson Way

( d, t )PM

DK

K Design Hour Volume PercentagePM PM Peak PeriodD Peak Hour Directional Splità Indicates Direction of D(d,t) Duals, TT-STs (%)

N

NOT TO SCALE

COUNTY: LenoirTIP: R-2553

DATE: November 7, 2016

PREPARED BY: Parsons Brinckerhoff

LOCATION: US 70from west of NC 903 in La Grangeto east of Old US 70 in DoverPROJECT: US 70 Kinston Bypass

DIVISION: 2WBS: 34460L E G E N D

LOCATION MAP

### Vehicles Per Day (VPD) in 100s 1- Less than 50 VPD X Movement Prohibited

RoadwayFuture InterchangeExisting Interchange

70

11

58

TrentonH

wy

LenoirCC

58

Match

LineA

BUS

BUS70

70

2015 AVERAGE ANNUALDAILY TRAFFIC

BUILD ALTERNATIVE 51SHEET 2 OF 2

55

11

Match

LineB

SR

1312Tilghm

anR

d

258

SR

1313B

urkettRd

SR 1342Will Baker Rd

SR 1900Collier Loftin Rd

CentralAve

FergusonLn

SR 1383Mary Beth Rd

SR 1351Old Asphalt Rd

SR 1161Green Haynes Rd

SR 1161Albritton Rd

MtV

ernonP

arkD

r

Scenario 10Base Year

SR

1904W

haleyR

d

SR

1357M

eadowbrook

Dr

SR

1262N

WestS

t

SR

1552H

illcrestRd

SR 1341Tyree Rd

SR 1157N. CroomBland Rd

72

72

112

6 66

10

62

10

38

50

48

46

1042

62 14

864

39 11

92

150

282 172279

72

152

116

90

18

10

118

11

78

110

7

3

328

27

146

8

816

22

35

10 22

120

96

96

74

86

80

74

74

10 20

1 3

1-

1-

14

8 44

44154 681315

75 29 12 412 6

414140 92 72

10

90 80

18 110

1834

16

6 4

50

8

8

50

56

52

85

3

312

6 5

612

18

4 2

2260 525860

6

12

1 1

2

4

12

9 2

10

12

15

6

14

10

8

2

26

1 1

4

641-

1

1-

1

LOCATION MAP

L E G E N D

N

NOT TO SCALE

COUNTY: Lenoir

TIP: R-2553

DATE: November 7, 2016

PREPARED BY: Parsons Brinckerhoff

LOCATION: US 70from west of NC 903 in La Grangeto east of Old US 70 in DoverPROJECT: US 70 Kinston Bypass

DIVISION: 2

WBS: 34460

( d, t )PM

DK### Vehicles Per Day (VPD) in 100s 1- Less than 50 VPD X Movement Prohibited

RoadwayFuture InterchangeExisting Interchange

K Design Hour Volume PercentagePM PM Peak PeriodD Peak Hour Directional Splità Indicates Direction of D(d,t) Duals, TT-STs (%)

903

C.F.H

arveyP

kwy

903

Match

LineA

Service Rd

258

A St

70

Sand Clay Rd

HaroldSutton Rd

2015 AVERAGE ANNUALDAILY TRAFFIC

BUILD ALTERNATIVE 52SHEET 1 OF 2

Match

LineB

Walm

artDrSR 1603

Washington St

SR 1503Fields Station Rd

ServiceRd

SR

1327Jim

Sutton

Rd

SR

1519E

asonR

d

SR

1546B

anksS

choolRd

Shopping

CenterD

rP

inelawn

Cem

eteryD

r

SR 1546Banks School Rd

Sussex

St

Sheffield

Dr

SR

2003IndustrialD

r

Scenario 11Base Year

SR

1309Jenny

LindR

d

SR

1690W

illieM

easleyR

d

SR

1522A

lbertS

uggR

d

SR

1548H

illFarmR

d

SR 2021Smithfield Way

Ruby

TuesdayInnovationW

ay

SR

1334B

arwick

Station

Rd

90

90

85 5

119

8 14

42

174166 414 7323828

14 16

278128 279142158 148

11 18

52

2 52

2263

8

18 96

140

17

3673

26

206 3220

6 16

11

13 39

3320

10 33

228144 206170

4

3

22

1 2

7

136

1 6

34216 91

3 133 15

502074

27

48

65

5

22

20

8

30

16

6 14

26

14 30

30

115

1 1124

22

44

23

1

17

5 2

716

23

22

12

1 2

9 9

5

5

4147

11

36 8

38 10

64

42

1- 1-

4 6

16

22

44 33

148

SR 2032Sanderson Way

( d, t )PM

DK

K Design Hour Volume PercentagePM PM Peak PeriodD Peak Hour Directional Splità Indicates Direction of D(d,t) Duals, TT-STs (%)

N

NOT TO SCALE

COUNTY: LenoirTIP: R-2553

DATE: November 7, 2016

PREPARED BY: Parsons Brinckerhoff

LOCATION: US 70from west of NC 903 in La Grangeto east of Old US 70 in DoverPROJECT: US 70 Kinston Bypass

DIVISION: 2WBS: 34460L E G E N D

LOCATION MAP

### Vehicles Per Day (VPD) in 100s 1- Less than 50 VPD X Movement Prohibited

RoadwayFuture InterchangeExisting Interchange

55

70

11

58

TrentonH

wy

LenoirCC

58

Match

LineA

BUS

BUS70

70

2015 AVERAGE ANNUALDAILY TRAFFIC

BUILD ALTERNATIVE 52SHEET 2 OF 2

11

Match

LineB

258

SR

1262N

WestS

t

SR

1313B

urkettRd

SR 1342Will Baker Rd

SR 1900Collier Loftin Rd

Central Ave

FergusonLn

SR 1383Mary Beth Rd

SR 1351Old Asphalt Rd

SR 1161Green Haynes Rd

SR 1161Albritton Rd

SR 1341Tyree Rd

MtV

ernonP

arkD

r

Scenario 11Base Year

SR

1904W

haleyR

d

SR

1357M

eadowbrook

Dr

SR 1309Caswell Rd

SR

1552H

illcrestRd

SR 1157N. CroomBland Rd

10

62

10

38

50

48

46

1042

62 14

864

39 11

92

150

282 172279

74

152

116

90

18

10

118

11

78

110

7

3

328

27

146

8

715

20

35

10 22

120

96

96

76

86

80

74

74

10 20

2 4

8 44

44154 31448

3 210 4

1811268

6 68

62 124

12

14

1315

75 29 12 412 6

414140 92 72

10

90 80

18 110

1834

16

6 4

74

50

8

8

50

56

52

85

3

312

6 5

14

10

8

2

26

1 1

6

6

224

3

1-

1-

1

4 7

3

1-

4

2

1

LOCATION MAP

L E G E N D

N

NOT TO SCALE

COUNTY: Lenoir

TIP: R-2553

DATE: November 7, 2016

PREPARED BY: Parsons Brinckerhoff

LOCATION: US 70from west of NC 903 in La Grangeto east of Old US 70 in DoverPROJECT: US 70 Kinston Bypass

DIVISION: 2

WBS: 34460

( d, t )PM

DK### Vehicles Per Day (VPD) in 100s 1- Less than 50 VPD X Movement Prohibited

RoadwayFuture InterchangeExisting Interchange

K Design Hour Volume PercentagePM PM Peak PeriodD Peak Hour Directional Splità Indicates Direction of D(d,t) Duals, TT-STs (%)

903

C.F.H

arveyP

kwy

903

Match

LineA

Service Rd

258

A St

70

Sand Clay Rd

2015 AVERAGE ANNUALDAILY TRAFFIC

BUILD ALTERNATIVE 63SHEET 1 OF 2

Match

LineB

Walm

artDrSR 1603

Washington St

SR 1503Fields Station Rd

ServiceRd

SR

1327Jim

Sutton

Rd

SR

1519E

asonR

d

SR

1546B

anksS

choolRd

Shopping

CenterD

rP

inelawn

Cem

eteryD

r

SR 1546Banks School Rd

Sussex

St

Sheffield

Dr

SR

2003IndustrialD

r

Scenario 12Base Year

SR

1309Jenny

LindR

d

SR

1690W

illieM

easleyR

d

SR

1522A

lbertS

uggR

d

SR

1548H

illFarmR

d

SR 2021Smithfield Way

Ruby

TuesdayInnovationW

ay

HaroldSutton Rd

SR

1334B

arwick

StationR

d

ServiceRd

540

86

140

54

101

1- 17

414 4022237

0 17

226122 227136150 140

86

11 18

52

2 52

2263

8

18 62

119

8 14

210

42

174166 124

17

12

1 2

9 9

5

5

76

1

7326

206 3022

6 16

11

16 36

3020

10 30

208140 190160

4

3

22

1 213 174 12

4820

27

48

65

5

22

20

8

30

16

6 14

26

14 30

30

115

1 1124

22

44

23

1

17

5 2

716

23

22

415 811

36 6

38 8

62

32

1- 1-

4 5

15

20

72

13 2

4

4

148

SR 2032Sanderson Way

( d, t )PM

DK

K Design Hour Volume PercentagePM PM Peak PeriodD Peak Hour Directional Splità Indicates Direction of D(d,t) Duals, TT-STs (%)

N

NOT TO SCALE

COUNTY: LenoirTIP: R-2553

DATE: November 7, 2016

PREPARED BY: Parsons Brinckerhoff

LOCATION: US 70from west of NC 903 in La Grangeto east of Old US 70 in DoverPROJECT: US 70 Kinston Bypass

DIVISION: 2WBS: 34460L E G E N D

LOCATION MAP

### Vehicles Per Day (VPD) in 100s 1- Less than 50 VPD X Movement Prohibited

RoadwayFuture InterchangeExisting Interchange

70

11

58

TrentonH

wy

LenoirCC

58

Match

LineA

BUS

BUS70

70

2015 AVERAGE ANNUALDAILY TRAFFIC

BUILD ALTERNATIVE 63SHEET 2 OF 2

55

11

Match

LineB

Realignment

258

SR

1262N

WestS

t

SR

1313B

urkettRd

SR 1342Will Baker Rd

SR 1900Collier Loftin Rd

CentralAve

FergusonLn

SR 1383Mary Beth Rd

SR 1351Old Asphalt Rd

SR 1161Green Haynes Rd

SR 1161Albritton Rd

SR 1149Joe Nunn Rd

MtV

ernonP

arkD

r

Scenario 12Base Year

SR

1904W

haleyR

d

SR

1357M

eadowbrook

Dr

SR 1309Caswell Rd

SR

1552H

illcrestRd

SR

1005

Old

US

70

864

15 13

66 146

150

230227

140

132 88

11

120 1042

40 18

614

46 248

1637

15

82

78

74

45

5

50

6

31448

3 210 4

18

11268

8 70

62 124

12

14

1315

75 29 12 412 6

414140 92 72

10

90 80

18 110

1834

16

6 4

78

8 44

44154

8

4

120

12

112

4

2

62

160

110

66

36

38

48

8

8

50

54

52

85

3

14

10

8

2

26

1 1

6

6

224

3

1

4

4 7

3

1-

4

2

1

LOCATION MAP

L E G E N D

N

NOT TO SCALE

COUNTY: Lenoir

TIP: R-2553

DATE: November 7, 2016

PREPARED BY: Parsons Brinckerhoff

LOCATION: US 70from west of NC 903 in La Grangeto east of Old US 70 in DoverPROJECT: US 70 Kinston Bypass

DIVISION: 2

WBS: 34460

( d, t )PM

DK### Vehicles Per Day (VPD) in 100s 1- Less than 50 VPD X Movement Prohibited

RoadwayFuture InterchangeExisting Interchange

K Design Hour Volume PercentagePM PM Peak PeriodD Peak Hour Directional Splità Indicates Direction of D(d,t) Duals, TT-STs (%)

903

C.F.H

arveyP

kwy

903

Match

LineA

Service Rd

258

A St

70

Sand Clay Rd

2015 AVERAGE ANNUALDAILY TRAFFIC

BUILD ALTERNATIVE 65SHEET 1 OF 2

Match

LineB

Walm

artDrSR 1603

Washington St

SR 1503Fields Station Rd

ServiceRd

SR

1327Jim

Sutton

Rd

SR

1519E

asonR

d

SR

1546B

anksS

choolRd

SR

2003IndustrialD

r

Shopping

CenterD

rP

inelawn

Cem

eteryD

r

SR 1546Banks School Rd

Sussex

St

Sheffield

Dr

Scenario 13Base Year

SR

1309Jenny

LindR

d

SR

1690W

illieM

easleyR

d

SR

1522A

lbertS

uggR

d

SR

1548H

illFarmR

d

SR 2021Smithfield Way

Ruby

TuesdayInnovationW

ay

HaroldSutton Rd

SR

1334B

arwick

StationR

d

ServiceRd

540

86

140

54

101

1- 17

414 4022237

0 17

226122 227136150 140

86

11 18

52

2 52

2263

8

18 62

119

8 14

210

42

174166 124

1732

1- 1-

4 5

1513 2

4

4

76

1

7326

206 3022

6 16

11

16 36

3020

10 30

208140 190160

4

3

22

1 213 174 12

4820

20

72

20

8

30

16

6 14

26

14 30

30

115

1 11

27

48

65

5

22

24

22

44

23

1

17

5 2

716

23

22

12

1 2

9 9

5

5

415 811

36 6

38 8

62

148

SR 2032Sanderson Way

( d, t )PM

DK

K Design Hour Volume PercentagePM PM Peak PeriodD Peak Hour Directional Splità Indicates Direction of D(d,t) Duals, TT-STs (%)

N

NOT TO SCALE

COUNTY: LenoirTIP: R-2553

DATE: November 7, 2016

PREPARED BY: Parsons Brinckerhoff

LOCATION: US 70from west of NC 903 in La Grangeto east of Old US 70 in DoverPROJECT: US 70 Kinston Bypass

DIVISION: 2WBS: 34460L E G E N D

LOCATION MAP

### Vehicles Per Day (VPD) in 100s 1- Less than 50 VPD X Movement Prohibited

RoadwayFuture InterchangeExisting Interchange

SR

1262N

WestS

t

70

11

58

TrentonH

wy

LenoirCC

58

Match

LineA

BUS

BUS70

70

2015 AVERAGE ANNUALDAILY TRAFFIC

BUILD ALTERNATIVE 65SHEET 2 OF 2

Match

LineB

SR

1312Tilghm

anR

d

SR

1313B

urkettRd

SR 1342Will Baker Rd

SR 1900Collier Loftin Rd

CentralAve

FergusonLn

SR 1383Mary Beth Rd

SR 1351Old Asphalt Rd

SR 1149Joe Nunn Rd

MtV

ernonP

arkD

r

Scenario 13Base Year

SR

1904W

haleyR

d

SR

1357M

eadowbrook

Dr

SR

1552H

illcrestRd

55

11

Realignment

258

SR 1161Green Haynes Rd

SR 1161Albritton Rd

76

146

150

230227

88

11

12074 681315

75 29 12 412 6

414140 92 72

10

90 80

18 110

1834

16

6 4

8 44

76

612

18

4 2

2212 60 525860 112

8 68

6

12

9 2 1 1

2

4

44154 864

15 13

66

132

1042

40 18

140 614

46 247

1537

15

80

76

45

5

50

110

120

112

62

160

110

66

48

8

8

50

54

52

85

3

10

12

36

38

8

4

12

15

6

14

10

8

2

26

1 1

3

1

4

6 4

2

4

641-

1

1-

1

APPENDIX A2040 Scenarios

LOCATION MAP

L E G E N D

N

NOT TO SCALE

COUNTY: Lenoir

TIP: R-2553

DATE: November 7, 2016

PREPARED BY: Parsons Brinckerhoff

LOCATION: US 70from west of NC 903 in La Grangeto east of Old US 70 in DoverPROJECT: US 70 Kinston Bypass

DIVISION: 2

WBS: 34460

( d, t )PM

DK### Vehicles Per Day (VPD) in 100s 1- Less than 50 VPD X Movement Prohibited

RoadwayFuture InterchangeExisting Interchange

K Design Hour Volume PercentagePM PM Peak PeriodD Peak Hour Directional Splità Indicates Direction of D(d,t) Duals, TT-STs (%)

903

SR 1603Washington

St

SR

1309Jenny

LindR

d

903SR 1002

HaroldSutton Rd

InnovationW

ay

SR

1334B

arwick

Station

RdS

R1327

JimS

uttonR

d

Match

LineA

258

SR

1324K

ennedyH

ome

Rd

22

32

390 490

4844

118

28

6

2

20

56

2656

384 385 390 410

14 28

382

41

24

3012

3

356 392

2832

18

430

120

896

158

52

70

56

30

40

20

336354 400362

74

310386 490

58

7

4

7

1215

15 20

404

26

2

12

3323

3 23

146

2 14

1 2

103

3 16

424

18

5 1

6

24

13 39

266

27 3

7

5

963611

15 41

4124

18 39

78732

1 5

53 22

2 2

228

10

20

14 26

7 15

11

1 1

10 9

1928 32470

52132

44 5

7

2040 AVERAGE ANNUALDAILY TRAFFIC

NO BUILD ALTERNATIVESHEET 1 OF 2

7

SR

1690W

illieM

easleyR

d

SR

1522A

lbertS

uggR

d

SR

1548H

illFarmR

d

Shopping

CenterD

r

Sussex

St

Pinelaw

nC

emetery

Dr

SR 2021Smithfield Way

SR

2003Industrial

Dr

SR

1519E

asonR

d

SR

1546B

anksS

choolRd

SR 1546Banks School Rd

A St

SandClay Rd

Walm

artDr

Sheffield

Dr

SR 1503Fields Station Rd

32

Scenario 14Horizon Year

82

70

14

Ruby

Tuesday

4

22

C.F.H

arveyP

kwy

94

148

SR 2032Sanderson Way

( d, t )PM

DK

K Design Hour Volume PercentagePM PM Peak PeriodD Peak Hour Directional Splità Indicates Direction of D(d,t) Duals, TT-STs (%)

N

NOT TO SCALE

COUNTY: LenoirTIP: R-2553

DATE: November 7, 2016

PREPARED BY: Parsons Brinckerhoff

LOCATION: US 70from west of NC 903 in La Grangeto east of Old US 70 in DoverPROJECT: US 70 Kinston Bypass

DIVISION: 2WBS: 34460L E G E N D

LOCATION MAP

### Vehicles Per Day (VPD) in 100s 1- Less than 50 VPD X Movement Prohibited

RoadwayFuture InterchangeExisting Interchange

SR 1139ClarencePotter Rd

55

11

58

SR 1341Tyree Rd

SR 1157N. Croom Bland Rd

58

Match

LineA

11

258

BUS

BUS70

SR 1158Leslie R. Stroud Rd

70

150

150

6

16

155

14

304 372 254

130

10

220

16 77

97

362 294 268 264

14124

44

1824

52

179

32

124

2 19

123

292 276494

81

24

18

7

7

2

4

92

11

490

22

9

248

6

18

2

94

62

54

8

852

51 88

66

95 1446

102 36

10215

39 20

10

6

2416

98 22 16 8

412

6 5

101

1 9

26

1

2

1

3

16 6 5 1

28

12

6

4

2

14

4

2

21

1

10

6

213

15

3

16

3

7

2

6

5

66158

55

1

1

34

13 48 6

66

67

25

188

8210

6

2

181

402

2040 AVERAGE ANNUALDAILY TRAFFIC

NO BUILD ALTERNATIVESHEET 2 OF 2

SR

1552H

illcrestRd

TrentonH

wy

LenoirCC

CentralAve

SR

1312Tilghm

anR

d

SR

1904W

haleyR

d

SR 1342Will Baker Rd

SR 1900Collier Loftin Rd

FergusonLn

SR 1383Mary

Beth Rd

SR 1351Old Asphalt Rd

SR 1161Green Haynes Rd

SR 1161Albritton Rd

MtV

ernonP

arkD

r

337

115

8824 10

Scenario 14Horizon Year

420

206

70

SR

1262N

WestS

t

913

48

2 2

22

240

12

14

418

244

2

1 1

SR

1357M

eadowbrook

Dr

LOCATION MAP

L E G E N D

N

NOT TO SCALE

COUNTY: Lenoir

TIP: R-2553

DATE: November 7, 2016

PREPARED BY: Parsons Brinckerhoff

LOCATION: US 70from west of NC 903 in La Grangeto east of Old US 70 in DoverPROJECT: US 70 Kinston Bypass

DIVISION: 2

WBS: 34460

( d, t )PM

DK### Vehicles Per Day (VPD) in 100s 1- Less than 50 VPD X Movement Prohibited

RoadwayFuture InterchangeExisting Interchange

K Design Hour Volume PercentagePM PM Peak PeriodD Peak Hour Directional Splità Indicates Direction of D(d,t) Duals, TT-STs (%)

SR 1603Washington St

903

C.F.H

arveyP

kwy

903

SR

1548H

illFarmR

d

Shopping

CenterD

r

Sussex

St

Pinelaw

nC

emetery

Dr

SR 2021Smithfield Way

SR

2003IndustrialD

r

SR

1519E

asonR

d

SR

1546B

anksS

choolRd

SR

1327Jim

Sutton

Rd

SR 1503Fields Station Rd

Match

LineA

Service Rd

SR 1546Banks School Rd

258

A St

Sand Clay Rd

HaroldSutton Rd

ServiceRd

Ruby

Tuesday

1415

15 24

26

2

012

14 0

18

5 2

12

36

1204616702426

21

3 6

402

2 2

22

40 6

11

6 3854

24

1212

54 16

55

14 3010 10

5634

42

1 1

34 86

470

44

144

28

7

26

384 398

40

4

8 48

6

362

2836

18

344

60

44

86

354

60

344

54

10

8

40

12

48

10

12

26

144

8

36

2040 AVERAGE ANNUALDAILY TRAFFIC

BUILD ALTERNATIVE 1(Upgrade US 70) SHEET 1 OF 2

722

44 6

42

148

78

28

190

Scenario 15Horizon Year

SR

1309Jenny

LindR

d

SR

1690W

illieM

easleyR

d

SR

1522A

lbertS

uggR

d

96

70

30

0

8450

SR 2032Sanderson Way

( d, t )PM

DK

K Design Hour Volume PercentagePM PM Peak PeriodD Peak Hour Directional Splità Indicates Direction of D(d,t) Duals, TT-STs (%)

N

NOT TO SCALE

COUNTY: LenoirTIP: R-2553

DATE: November 7, 2016

PREPARED BY: Parsons Brinckerhoff

LOCATION: US 70from west of NC 903 in La Grangeto east of Old US 70 in DoverPROJECT: US 70 Kinston Bypass

DIVISION: 2WBS: 34460L E G E N D

LOCATION MAP

### Vehicles Per Day (VPD) in 100s 1- Less than 50 VPD X Movement Prohibited

RoadwayFuture InterchangeExisting Interchange

70

SR

1552H

illcrestRd

SR 1342Will Baker Rd

11

58

TrentonHwy

LenoirCC

58

SR

1262N

WestS

t

Match

LineA

BUS

BUS70

70

SR 1383Mary Beth Rd

SR 1157N. Croom Bland Rd

SR 1341Tyree Rd

SR 1161 GreenHaynes Rd

SR 1161Albritton Rd

SR 1900Collier Loftin Rd

SR 1351Old Asphalt Rd

ServiceRd Measley

Rd

1652

114 44

10214

54 30

4183030

124 34

14

4

16

2

224

22

4

48

2 2

88136

16

4

22

8

18

4

12

6

814

32 8

12

2424

316 380

24

240

192

16024026

16830

42

290470 422 260

16

10

10

208

12

14

4

70

14

22

84

26

110

218 130

18

20

124 98

Service Rd

26

4

2

24

4

25811

55

2040 AVERAGE ANNUALDAILY TRAFFIC

BUILD ALTERNATIVE 1(Upgrade US 70) SHEET 2 OF 2

10

8

20

Scenario 15Horizon Year

SR

1904W

haleyR

d

10

2

14

10 4

18

1

1

6

10

82 30

146

LOCATION MAP

L E G E N D

N

NOT TO SCALE

COUNTY: Lenoir

TIP: R-2553

DATE: November 7, 2016

PREPARED BY: Parsons Brinckerhoff

LOCATION: US 70from west of NC 903 in La Grangeto east of Old US 70 in DoverPROJECT: US 70 Kinston Bypass

DIVISION: 2

WBS: 34460

( d, t )PM

DK### Vehicles Per Day (VPD) in 100s 1- Less than 50 VPD X Movement Prohibited

RoadwayFuture InterchangeExisting Interchange

K Design Hour Volume PercentagePM PM Peak PeriodD Peak Hour Directional Splità Indicates Direction of D(d,t) Duals, TT-STs (%)

903

903

Sussex

St

Match

LineA

Service Rd

258

A St

70

Sand Clay Rd

48343094

14

Sheffield

Dr

Match

LineB

SR

1334B

arwick

Station

Rd

Walm

artDr

2040 AVERAGE ANNUALDAILY TRAFFIC

SR 1603Washington St

SR 1503Fields Station Rd

HaroldSutton Rd

ServiceRd

SR

1327Jim

Sutton

Rd

222

40

196188

Shopping

CenterD

rP

inelawn

Cem

eteryD

r290

208 222

10

34

SR 1546Banks School Rd

SR

1519E

asonR

d

SR

1546B

anksS

choolRd S

R1548

HillFarm

Rd

SR

2003IndustrialD

r

34

28

16

16

14

8

Scenario 16AHorizon Year

SR

1309Jenny

LindR

d

SR

1690W

illieM

easleyR

d

SR

1522A

lbertS

uggR

d

14

30

4448

24

10 14

14 18

3028

24 30

82144

4

22

2 2

4

Ruby

Tuesday

C.F.H

arveyP

kwy

148

SR 2032Sanderson Way

74

78

64

1415

15 24

26

2

18

5 2

2426

21

3 6

242

2 2

22

40 6

11

6 38

55

14 1410 10

5634

42

1 1

44

28

7

384 382

40

4

8

6

362

36

18

60

28

354

54

10

8 12

32

10

12

26

8

722

44 6

42

9650 84

3026

8 16

11

26 30

56

2 56

24

SR 2021Smithfield Way

BUILD ALTERNATIVE 1S-S5(Shallow Bypass) SHEET 1 OF 2

( d, t )PM

DK

K Design Hour Volume PercentagePM PM Peak PeriodD Peak Hour Directional Splità Indicates Direction of D(d,t) Duals, TT-STs (%)

N

NOT TO SCALE

COUNTY: LenoirTIP: R-2553

DATE: November 7, 2016

PREPARED BY: Parsons Brinckerhoff

LOCATION: US 70from west of NC 903 in La Grangeto east of Old US 70 in DoverPROJECT: US 70 Kinston Bypass

DIVISION: 2WBS: 34460L E G E N D

LOCATION MAP

### Vehicles Per Day (VPD) in 100s 1- Less than 50 VPD X Movement Prohibited

RoadwayFuture InterchangeExisting Interchange

55

70

11

58

SR

1357M

eadowbrook

Dr

TrentonH

wy

LenoirCC

58

Match

LineA

BUS

BUS70

70

104 1044

32 16

9612

22 16

10

6

10

8

8

10

46134

2442

54 12

6

2

24

12

15

MtV

ernonP

arkD

r

FergusonLn

Match

LineB

SR 1383Mary Beth Rd

SR 1351Old Asphalt Rd

SR 1157N. Croom Bland Rd

SR 1161Green Haynes Rd

SR 1161Albritton Rd

55

290 260 200

190

90 168

200

158222 140

168

84202

18

16

36

130132 272

68

228

11

198

8 124

25811

2040 AVERAGE ANNUALDAILY TRAFFIC

BUILD ALTERNATIVE 1S-S5(Shallow Bypass) SHEET 2 OF 2

170

SR 1341Tyree Rd

SR

1262N

WestS

t

SR

1313B

urkettRd

SR 1342Will Baker Rd

SR 1900Collier Loftin Rd

130166

Scenario 16AHorizon Year

SR

1904W

haleyR

d

715

48

2 2

1210

30 10

12

2424

240

3042

254

16

10

10 12

14

4

14

26

4

2

24

4

8

20

10 4

18

11

610

90

44

20

78

26

22

2212

58 22

161012

1012

8

82

106 4

2216 6

814

22

22

10

SR

1552H

illcrestRd

128

12414

8

10

22

4440

76 42

1227

20

LOCATION MAP

L E G E N D

N

NOT TO SCALE

COUNTY: Lenoir

TIP: R-2553

DATE: November 7, 2016

PREPARED BY: Parsons Brinckerhoff

LOCATION: US 70from west of NC 903 in La Grangeto east of Old US 70 in DoverPROJECT: US 70 Kinston Bypass

DIVISION: 2

WBS: 34460

( d, t )PM

DK### Vehicles Per Day (VPD) in 100s 1- Less than 50 VPD X Movement Prohibited

RoadwayFuture InterchangeExisting Interchange

K Design Hour Volume PercentagePM PM Peak PeriodD Peak Hour Directional Splità Indicates Direction of D(d,t) Duals, TT-STs (%)

903

903

Sussex

St

Match

LineA

Service Rd

258

A St

70

Sand Clay Rd

Sheffield

Dr

Match

LineB

SR

1334B

arwick

Station

Rd

Walm

artDr

2040 AVERAGE ANNUALDAILY TRAFFIC

SR 1603Washington St

SR 1503Fields Station Rd

HaroldSutton Rd

ServiceRd

SR

1327Jim

Sutton

Rd

Shopping

CenterD

rP

inelawn

Cem

eteryD

r

SR 1546Banks School Rd

SR

1519E

asonR

d

SR

1546B

anksS

choolRd S

R1548

HillFarm

Rd

SR

2003IndustrialD

r

Scenario 16BHorizon Year

SR

1309Jenny

LindR

d

SR

1690W

illieM

easleyR

d

SR

1522A

lbertS

uggR

d

Ruby

Tuesday

C.F.H

arveyP

kwy

148

SR 2032Sanderson Way

42423494

14

212

36

204194

306

212 212

10

30

34

28

16

16

14

8

306

14

30

4448

24

10 14

14 18

3128

24 31

84144

4

22

2 2

4

74

78

64

1415

15 24

26

2

18

5 2

2426

21

3 6

242

2 2

22

40 6

11

6 38

55

14 1410 10

5634

42

1 1

44

28

7

384 382

40

4

8

6

362

36

18

60

28

354

54

10

8 12

32

10

12

26

8

722

44 6

42

50

2927

9 15

11

28 28

56

2 56

24

8496

SR 2021Smithfield Way

BUILD ALTERNATIVE 1S-P4(Shallow Bypass) SHEET 1 OF 2

( d, t )PM

DK

K Design Hour Volume PercentagePM PM Peak PeriodD Peak Hour Directional Splità Indicates Direction of D(d,t) Duals, TT-STs (%)

N

NOT TO SCALE

COUNTY: LenoirTIP: R-2553

DATE: November 7, 2016

PREPARED BY: Parsons Brinckerhoff

LOCATION: US 70from west of NC 903 in La Grangeto east of Old US 70 in DoverPROJECT: US 70 Kinston Bypass

DIVISION: 2WBS: 34460L E G E N D

LOCATION MAP

### Vehicles Per Day (VPD) in 100s 1- Less than 50 VPD X Movement Prohibited

RoadwayFuture InterchangeExisting Interchange

70

11

58

SR

1357M

eadowbrook

Dr

TrentonH

wy

LenoirCC

58

Match

LineA

BUS

BUS70

70

MtV

ernonP

arkD

r

FergusonLn

Match

LineB

SR 1383Mary Beth Rd

SR 1351Old Asphalt Rd

SR 1157N. Croom Bland Rd

SR 1161Green Haynes Rd

SR 1161Albritton Rd

55258

11

2040 AVERAGE ANNUALDAILY TRAFFIC

BUILD ALTERNATIVE 1S-P4(Shallow Bypass) SHEET 2 OF 2

SR 1341Tyree Rd

SR

1262N

WestS

t

SR

1313B

urkettRd

SR 1342Will Baker Rd

SR 1900Collier Loftin Rd

Scenario 16BHorizon Year

SR

1904W

haleyR

d

SR

1552H

illcrestRd

55

104 842

30 16

8412

22 16

12

4

10

8

7

11

46134

3648

62 10

6

2

26

10

306 280 216

272

82 148

200

138212 130

172

94202

18

16

36

2529 272

70

218

14

198

8 124

272142168

715

48

2 2

1210

30 10

12

2424

240

3042

254

16

10

10 12

14

4

14

26

4

2

24

4

8

20

10 4

18

11

610

150

39

20

158

28

26

73221

33

141410

169

11

156

44 1-

2216 6

814

25

22

10

140

13680

20

24

20

4840

76 42

54

172

LOCATION MAP

L E G E N D

N

NOT TO SCALE

COUNTY: Lenoir

TIP: R-2553

DATE: November 7, 2016

PREPARED BY: Parsons Brinckerhoff

LOCATION: US 70from west of NC 903 in La Grangeto east of Old US 70 in DoverPROJECT: US 70 Kinston Bypass

DIVISION: 2

WBS: 34460

( d, t )PM

DK### Vehicles Per Day (VPD) in 100s 1- Less than 50 VPD X Movement Prohibited

RoadwayFuture InterchangeExisting Interchange

K Design Hour Volume PercentagePM PM Peak PeriodD Peak Hour Directional Splità Indicates Direction of D(d,t) Duals, TT-STs (%)

903

903

Match

LineA

Service Rd

258

A St

70

Sand Clay Rd

Match

LineB

Walm

artDr

2040 AVERAGE ANNUALDAILY TRAFFIC

BUILD ALTERNATIVE 11SHEET 1 OF 2

Service RdSR 1603

Washington St

SR 1503Fields Station Rd

HaroldSutton Rd

SR

1519E

asonR

d

SR

1546B

anksS

choolRd

Shopping

CenterD

rP

inelawn

Cem

eteryD

r

SR 1546Banks School Rd

Sussex

St

Sheffield

DrS

R2003

IndustrialDr

Ruby

Tuesday

ServiceRd

SR

1327Jim

Sutton

Rd

Scenario 17Horizon Year

SR

1309Jenny

LindR

d

SR

1690W

illieM

easleyR

d

SR

1522A

lbertS

uggR

d

SR

1548H

illFarmR

d

SR 2021Smithfield Way

InnovationW

ay30

228

7 15

248

22 30

22

32

10

20

3224

6 18

513311

22 34

3528

20 358 30190 39

278260206 240218170 278184

56

2 4

4

1415

15 24

384 390

12 26

362

60

354

26 74

56

24

84

22

2 2

248

25942028

10 10

5634

18

5 2

22

40 6

50

44

818

10

44

42

84

26

2

342

2 2

55

42

1 128

7

4 6

36

10

722

1110

6 11

32

28

32

38

21

3 6

11

6 36

8 12

12

8

6

82

6

24

52

70

14

96

42

38

38

52

138

C.F.H

arveyP

kwy

148

SR 2032Sanderson Way

( d, t )PM

DK

K Design Hour Volume PercentagePM PM Peak PeriodD Peak Hour Directional Splità Indicates Direction of D(d,t) Duals, TT-STs (%)

N

NOT TO SCALE

COUNTY: LenoirTIP: R-2553

DATE: November 7, 2016

PREPARED BY: Parsons Brinckerhoff

LOCATION: US 70from west of NC 903 in La Grangeto east of Old US 70 in DoverPROJECT: US 70 Kinston Bypass

DIVISION: 2WBS: 34460L E G E N D

LOCATION MAP

### Vehicles Per Day (VPD) in 100s 1- Less than 50 VPD X Movement Prohibited

RoadwayFuture InterchangeExisting Interchange

1014

SR

1262N

WestS

t

24

SR

1552H

illcrestRd

70

11

58

TrentonH

wy

LenoirCC

58

Match

LineA

BUS

BUS70

70

55

Match

LineB

Realignment

SR 1149Joe Nunn Rd

CentralAve

SR

1312Tilghm

anR

d

35

4 2

4643122 114128 118120

160

240

25811

2040 AVERAGE ANNUALDAILY TRAFFIC

BUILD ALTERNATIVE 11SHEET 2 OF 2

160

SR

1313B

urkettRd

SR 1342Will Baker Rd

SR 1900Collier Loftin Rd

FergusonLn

SR 1383Mary Beth Rd

SR 1351Old Asphalt Rd

SR 1161Green Haynes Rd

SR 1161Albritton Rd

MtV

ernonP

arkD

r

10

17 143

6

18

Scenario 17Horizon Year

SR

1904W

haleyR

d

SR

1357M

eadowbrook

Dr

12 5 1 1

2

14

16

7 9

48

2 2

12

14

418

1

2

1

3

8

10 55

4

2

10

6

50

2

150

52

9

5516

6138

88

1246

42 26

9616

32 12

2216

80 34 14 616 6

616140 200 190 150 130

14

148 138282 190278

22 120

142244

20

150 120

188

95 64156

8 6

19856

62

208

162

160

248136

92

46817

59 287

1753

17

8

9

6

3

59

8

LOCATION MAP

L E G E N D

N

NOT TO SCALE

COUNTY: Lenoir

TIP: R-2553

DATE: November 7, 2016

PREPARED BY: Parsons Brinckerhoff

LOCATION: US 70from west of NC 903 in La Grangeto east of Old US 70 in DoverPROJECT: US 70 Kinston Bypass

DIVISION: 2

WBS: 34460

( d, t )PM

DK### Vehicles Per Day (VPD) in 100s 1- Less than 50 VPD X Movement Prohibited

RoadwayFuture InterchangeExisting Interchange

K Design Hour Volume PercentagePM PM Peak PeriodD Peak Hour Directional Splità Indicates Direction of D(d,t) Duals, TT-STs (%)

30

903

903

Match

LineA

Service Rd

258

A St

70

Sand Clay Rd

HaroldSutton Rd

2040 AVERAGE ANNUALDAILY TRAFFIC

BUILD ALTERNATIVE 12SHEET 1 OF 2

Match

LineB

Walm

artDr

228

7 15

248

SR 1603Washington St

SR 1503Fields Station Rd

ServiceRd

SR

1327Jim

Sutton

Rd

SR

1519E

asonR

d

SR

1546B

anksS

choolRd

22

Shopping

CenterD

rP

inelawn

Cem

eteryD

r

SR 1546Banks School Rd

30

Sussex

St

Sheffield

Dr

22

SR

2003IndustrialD

r

32

Ruby

Tuesday

10

20

Scenario 18Horizon Year

SR

1309Jenny

LindR

d

SR

1690W

illieM

easleyR

d

SR

1522A

lbertS

uggR

d

3224

6 18

513311

22 34

3528

20 358 30190 39

278260206

138

240218170 278184

56

2 4

4

1415

15 24

384 390

42

12 26

362

60

354

26 74

56

24

84

22

2 2

248

25942028

10 10

5634

18

5 2

22

40 6

50

44

818

10

44

42

84

26

2

342

2 2

55

42

1 128

7

4 6

36

38

10

722

1110

6 11

32

28

32

38

21

3 6

11

6 36

38

52

8 12

12

8

6

82

6

24

52

70

14

InnovationW

ay

SR

1548H

illFarmR

d

SR 2021Smithfield Way

96

C.F.H

arveyP

kwy

148

SR 2032Sanderson Way

( d, t )PM

DK

K Design Hour Volume PercentagePM PM Peak PeriodD Peak Hour Directional Splità Indicates Direction of D(d,t) Duals, TT-STs (%)

N

NOT TO SCALE

COUNTY: LenoirTIP: R-2553

DATE: November 7, 2016

PREPARED BY: Parsons Brinckerhoff

LOCATION: US 70from west of NC 903 in La Grangeto east of Old US 70 in DoverPROJECT: US 70 Kinston Bypass

DIVISION: 2WBS: 34460L E G E N D

LOCATION MAP

### Vehicles Per Day (VPD) in 100s 1- Less than 50 VPD X Movement Prohibited

RoadwayFuture InterchangeExisting Interchange

10 55

SR

1552H

illcrestRd

70

SR 1309Caswell Rd

11

58

TrentonH

wy

LenoirCC

58

Match

LineA

BUS

BUS70

70

2040 AVERAGE ANNUALDAILY TRAFFIC

BUILD ALTERNATIVE 12SHEET 2 OF 2

55

Match

LineB

Realignment

41859

4

2

10

6

50

2

4 411 7

150

52

24

240126

9

55

7

14 146

160

122 254

25811

9

SR

1262N

WestS

t

SR 1342Will Baker Rd

SR 1900Collier Loftin Rd

SR 1149Joe Nunn Rd

CentralAve

16

6

FergusonLn

SR 1383Mary Beth Rd

SR 1351Old Asphalt Rd

SR 1161Albritton Rd

138

MtV

ernonP

arkD

r

88

144

18

Scenario 18Horizon Year

SR

1904W

haleyR

d

SR

1357M

eadowbrook

Dr

1246

42 26

9616

32 12

2216

80 34 14 616 6

616140 200 190 150 130

14

148 138282 190278

22 120

14 2244

20

150 120

188

95 64156

8 6

19856

62

208

162

160248

136

92

46817

59 287

1753

17

48

2 2

12

14

418

8

9

6

3

59

1

5

2

1

8

10

24

6

LOCATION MAP

L E G E N D

N

NOT TO SCALE

COUNTY: Lenoir

TIP: R-2553

DATE: November 7, 2016

PREPARED BY: Parsons Brinckerhoff

LOCATION: US 70from west of NC 903 in La Grangeto east of Old US 70 in DoverPROJECT: US 70 Kinston Bypass

DIVISION: 2

WBS: 34460

( d, t )PM

DK### Vehicles Per Day (VPD) in 100s 1- Less than 50 VPD X Movement Prohibited

RoadwayFuture InterchangeExisting Interchange

K Design Hour Volume PercentagePM PM Peak PeriodD Peak Hour Directional Splità Indicates Direction of D(d,t) Duals, TT-STs (%)

903

903

Match

LineA

Service Rd

258

A St

70

Sand Clay Rd

AVERAGE ANNUALDAILY TRAFFIC

BUILD ALTERNATIVE 31SHEET 1 OF 2

Match

LineB

Walm

artDr

2040

SR 1603Washington St

SR 1503Fields Station Rd

ServiceRd

SR

1327Jim

Sutton

Rd

SR

1519E

asonR

d

SR

1546B

anksS

choolRd

Shopping

CenterD

rP

inelawn

Cem

eteryD

r

SR 1546Banks School Rd

Sussex

St

Sheffield

Dr

SR

2003IndustrialD

r

Scenario 19Horizon Year

SR

1309Jenny

LindR

d

SR

1690W

illieM

easleyR

d

SR

1522A

lbertS

uggR

d

228725 573121

13 43

780

0 11

600

17 24182

147

2 14

6

247 15

10

20

22

2 2

SR

1548H

illFarmR

d

SR 2021Smithfield Way

Ruby

TuesdayInnovationW

ay

282256171 230200150 282164230 212

242

14 32

56

3

74

32 88

210

20

22

27

41

32

22

3052

14 22

30

60

4

4

HaroldSutton Rd

SR

1334B

arwick

StationR

d

ServiceRd

60 30

28 4 8

36 242

7

7

44

818

14

44

42

88

10 10

6

6

4 8

100

1

82

70

26

2

62

1 1

16

18

5 2

22

40 10

13

1 3

51

50

1415

15 24

392362354

10 14

6034 113

4 16

3323

5 21

56

26

3726

18 37

136

C.F.H

arveyP

kwy

148

SR 2032Sanderson Way

( d, t )PM

DK

K Design Hour Volume PercentagePM PM Peak PeriodD Peak Hour Directional Splità Indicates Direction of D(d,t) Duals, TT-STs (%)

N

NOT TO SCALE

COUNTY: LenoirTIP: R-2553

DATE: November 7, 2016

PREPARED BY: Parsons Brinckerhoff

LOCATION: US 70from west of NC 903 in La Grangeto east of Old US 70 in DoverPROJECT: US 70 Kinston Bypass

DIVISION: 2WBS: 34460L E G E N D

LOCATION MAP

### Vehicles Per Day (VPD) in 100s 1- Less than 50 VPD X Movement Prohibited

RoadwayFuture InterchangeExisting Interchange

SR

1262N

WestS

t

70

11

58

TrentonH

wy

LenoirCC

58

Match

LineA

BUS

BUS70

70

2040 AVERAGE ANNUALDAILY TRAFFIC

BUILD ALTERNATIVE 31SHEET 2 OF 2

11

Match

LineB

SR

1312Tilghm

anR

d

62

258

162

206

164

162

242

SR

1313B

urkettRd

SR 1342Will Baker Rd

SR 1900Collier Loftin Rd

SR 1149Joe Nunn Rd

CentralAve

FergusonLn

SR 1383Mary Beth Rd

SR 1351Old Asphalt Rd

144

MtV

ernonP

arkD

r

82

40

Scenario 19Horizon Year

SR

1904W

haleyR

d

SR

1357M

eadowbrook

Dr

18

46122 120

10

162

240

18 1444 2

6

14

16516

50 258

1650

16

48

2 2

12

14

418

55

8

9

4

2

6146

10

6

16SR 1161Green Haynes Rd

SR 1161Albritton Rd

7855

Realignment

48

5

53

155

19856

59

96

3

41

4

3

7

114118

2

SR

1552H

illcrestRd

8

1014

24

1 1

55

9517

32 10

2216

80 34 8 6 14 616 6

616144 200

188

190 150

14

148 138286 194282 130

22164 120

14

118

44

20

95

10

22

64156 1246

49 33

35 128 43

12 5

8

7 91

2

1

3

LOCATION MAP

L E G E N D

N

NOT TO SCALE

COUNTY: Lenoir

TIP: R-2553

DATE: November 7, 2016

PREPARED BY: Parsons Brinckerhoff

LOCATION: US 70from west of NC 903 in La Grangeto east of Old US 70 in DoverPROJECT: US 70 Kinston Bypass

DIVISION: 2

WBS: 34460

( d, t )PM

DK### Vehicles Per Day (VPD) in 100s 1- Less than 50 VPD X Movement Prohibited

RoadwayFuture InterchangeExisting Interchange

K Design Hour Volume PercentagePM PM Peak PeriodD Peak Hour Directional Splità Indicates Direction of D(d,t) Duals, TT-STs (%)

903

903

Match

LineA

Service Rd

258

A St

70

Sand Clay Rd

HaroldSutton Rd

2040 AVERAGE ANNUALDAILY TRAFFIC

BUILD ALTERNATIVE 32SHEET 1 OF 2

Match

LineB

Walm

artDr

3323

5 21

113

4 16

725 573111

14 42

3726

18 37

780 228

16 240 11

282256172 230200150 282164230 212

242

600

182

SR 1603Washington St

SR 1503Fields Station Rd

ServiceRd

SR

1327Jim

Sutton

Rd

SR

1519E

asonR

d

SR

1546B

anksS

choolRd

14 32

Shopping

CenterD

rP

inelawn

Cem

eteryD

r

56

2

SR 1546Banks School Rd

56

26S

ussexS

t

Sheffield

Dr

74

SR

2003IndustrialD

r

32

10

20 88

Scenario 20Horizon Year

SR

1309Jenny

LindR

d

SR

1690W

illieM

easleyR

d

SR

1522A

lbertS

uggR

d

1415

15 24

392

50

362354 210

20

10 14

6034

60 30

26

2

62

1 128 4 8

36 2416 2

7

7

18

5 2

22

40 10

44

818

14

44

42

88

13

1 3

10 10

6

6

514 8

22

28

40136

2 13

32

22

3052

14 6

247 15

22

2 2

22

SR

1548H

illFarmR

d

SR 2021Smithfield Way

InnovationW

ay30

60

Ruby

Tuesday

4

4

100

SR

1334B

arwick

StationR

d

ServiceRd

1

82

70

136

C.F.H

arveyP

kwy

148

SR 2032Sanderson Way

( d, t )PM

DK

K Design Hour Volume PercentagePM PM Peak PeriodD Peak Hour Directional Splità Indicates Direction of D(d,t) Duals, TT-STs (%)

N

NOT TO SCALE

COUNTY: LenoirTIP: R-2553

DATE: November 7, 2016

PREPARED BY: Parsons Brinckerhoff

LOCATION: US 70from west of NC 903 in La Grangeto east of Old US 70 in DoverPROJECT: US 70 Kinston Bypass

DIVISION: 2WBS: 34460L E G E N D

LOCATION MAP

### Vehicles Per Day (VPD) in 100s 1- Less than 50 VPD X Movement Prohibited

RoadwayFuture InterchangeExisting Interchange

418

4 4

55

70

11

58

TrentonH

wy

LenoirCC

58

Match

LineA

BUS

BUS70

70

2040 AVERAGE ANNUALDAILY TRAFFIC

BUILD ALTERNATIVE 32SHEET 2 OF 2

55

11

Match

LineB

Realignment

9517

32 10

2216

80 34 8 6 14 6

59

16 6

4

2

10

6

48

5

616

155

53

144 200

188

190 150

14

148 138286 194282

162

130 126

258

15 147

162

122

242

SR

1262N

WestS

t

SR

1313B

urkettRd

22164 120

SR 1149Joe Nunn Rd

CentralAve

16

6

FergusonLn

SR 1383Mary Beth Rd

SR 1351Old Asphalt Rd

SR 1161Green Haynes Rd

SR 1161Albritton Rd

146

MtV

ernonP

arkD

r

14

4

3

78

118

SR 1342Will Baker Rd

SR 1900Collier Loftin Rd

44

11 7

1820

Scenario 20Horizon Year

SR

1904W

haleyR

d

SR

1357M

eadowbrook

Dr

19856

62

206

164

144

82

40516

50 258

1650

16

48

2 2

12

14

418

41

759

96

3

55

8

9

95 240254

SR 1309Caswell Rd

10

SR

1552H

illcrestRd

2214

24

8

10

246

64156 1246

49 33

7 9

4

1

5

2

1

LOCATION MAP

L E G E N D

N

NOT TO SCALE

COUNTY: Lenoir

TIP: R-2553

DATE: November 7, 2016

PREPARED BY: Parsons Brinckerhoff

LOCATION: US 70from west of NC 903 in La Grangeto east of Old US 70 in DoverPROJECT: US 70 Kinston Bypass

DIVISION: 2

WBS: 34460

( d, t )PM

DK### Vehicles Per Day (VPD) in 100s 1- Less than 50 VPD X Movement Prohibited

RoadwayFuture InterchangeExisting Interchange

K Design Hour Volume PercentagePM PM Peak PeriodD Peak Hour Directional Splità Indicates Direction of D(d,t) Duals, TT-STs (%)

903

903

Match

LineA

Service Rd

258

A St

70

Sand Clay Rd

HaroldSutton Rd

2040 AVERAGE ANNUALDAILY TRAFFIC

BUILD ALTERNATIVE 35SHEET 1 OF 2

Match

LineB

Walm

artDr

3620

3 23

923 822811

16 40

4026

19 39

1288 370316222 280246200 370214276290270

134

134

SR 1603Washington St

SR 1503Fields Station Rd

ServiceRd

SR

1327Jim

Sutton

Rd

SR

1519E

asonR

d

SR

1546B

anksS

choolRd

32

Shopping

CenterD

rP

inelawn

Cem

eteryD

r

56

2

SR 1546Banks School Rd

Sussex

St

Sheffield

Dr

74

SR

2003IndustrialD

r

4

110

Scenario 21Horizon Year

SR

1309Jenny

LindR

d

SR

1690W

illieM

easleyR

d

SR

1522A

lbertS

uggR

d

228

128 6

270

3 7

14

20

16 24

22

2 2

40

10

20

22

28

136

2 13

32

32

22

6

247 15

SR

1548H

illFarmR

d

SR 2021Smithfield Way

Ruby

Tuesday

4

InnovationW

ay30

52

82

70

10

7

37

10

1415

15 24

392

50

362354

9 15

5834

60 29

26

2

52

1 128 4 7

36 24

18

5 1

22

40 8

44

718

12

44

41

8597

13

1 3

10 10

6

6

516

56

26

3014 22

113

4 16

52 10

100

C.F.H

arveyP

kwy

148

SR 2032Sanderson Way

( d, t )PM

DK

K Design Hour Volume PercentagePM PM Peak PeriodD Peak Hour Directional Splità Indicates Direction of D(d,t) Duals, TT-STs (%)

N

NOT TO SCALE

COUNTY: LenoirTIP: R-2553

DATE: November 7, 2016

PREPARED BY: Parsons Brinckerhoff

LOCATION: US 70from west of NC 903 in La Grangeto east of Old US 70 in DoverPROJECT: US 70 Kinston Bypass

DIVISION: 2WBS: 34460L E G E N D

LOCATION MAP

### Vehicles Per Day (VPD) in 100s 1- Less than 50 VPD X Movement Prohibited

RoadwayFuture InterchangeExisting Interchange

55

70

11

58

TrentonH

wy

LenoirCC

58

Match

LineA

BUS

BUS70

70

2040 AVERAGE ANNUALDAILY TRAFFIC

BUILD ALTERNATIVE 35SHEET 2 OF 2

SR 1139ClarencePotter Rd

SR 1161 GreenHaynes Rd

55

11

Match

LineB

Bum

coatR

d

SR 1161Albritton Rd

SR 1157N. CroomBland Rd

CentralAve

SR 1341Tyree Rd

258

8716

31 10 8 6 14 616 6

1

1

6

4

1

1

10

8

616

3

1

Service Rd

142

1618

250

190

240 200

14

46

198 188

48

8

9

44

46

44

58

56

2

146

144

172180 176

44

65

22

51

124

128

134

108

104

SR

1262N

WestS

t

SR

1313B

urkettRd

SR 1342Will Baker Rd

SR 1900Collier Loftin Rd

22204 120

FergusonLn

SR 1383Mary Beth Rd

SR 1351Old Asphalt Rd

MtV

ernonP

arkD

r

14

8

8

64

54

54

64

52

11 93

10

20

Scenario 21Horizon Year

SR

1904W

haleyR

d

SR

1357M

eadowbrook

Dr

11 7

18

104

4

1216

10

412

20 8

24

64

1416

14 20

95

4

13

66

8 6

140

4

2

SR 1309Caswell Rd

10

SR

1552H

illcrestRd

1422

200374 282370

128

48

2 2

254

12

14

418

418

4 4

24

8

10

246

24064156 591248

85 39

2216

80 34

7 9

4

1

5

2

1

LOCATION MAP

L E G E N D

N

NOT TO SCALE

COUNTY: Lenoir

TIP: R-2553

DATE: November 7, 2016

PREPARED BY: Parsons Brinckerhoff

LOCATION: US 70from west of NC 903 in La Grangeto east of Old US 70 in DoverPROJECT: US 70 Kinston Bypass

DIVISION: 2

WBS: 34460

( d, t )PM

DK### Vehicles Per Day (VPD) in 100s 1- Less than 50 VPD X Movement Prohibited

RoadwayFuture InterchangeExisting Interchange

K Design Hour Volume PercentagePM PM Peak PeriodD Peak Hour Directional Splità Indicates Direction of D(d,t) Duals, TT-STs (%)

903

903

Match

LineA

Service Rd

258

A St

70

Sand Clay Rd

HaroldSutton Rd

2040 AVERAGE ANNUALDAILY TRAFFIC

BUILD ALTERNATIVE 36SHEET 1 OF 2

Match

LineB

Walm

artDrSR 1603

Washington St

SR 1503Fields Station Rd

ServiceRd

SR

1327Jim

Sutton

Rd

SR

1519E

asonR

d

SR

1546B

anksS

choolRd

Shopping

CenterD

rP

inelawn

Cem

eteryD

r

SR 1546Banks School Rd

Sussex

St

Sheffield

Dr

SR

2003IndustrialD

r

Scenario 22Horizon Year

SR

1309Jenny

LindR

d

SR

1690W

illieM

easleyR

d

SR

1522A

lbertS

uggR

d

SR

1548H

illFarmR

d

SR 2021Smithfield Way

Ruby

TuesdayInnovationW

ay

923 11

16 40

1288 370222200 370214276290270

136

136

32

56

2

74 4

228

129 7

270

14

20

16 24

22

2 2

40

10

20

22

28

136

2 13

32

32

22

6

247 15

430

52

82

70

52

10

7 10

10

1415

15 24

392

50

362354

9 15

5834

60 29

26

2

52

1 128 4 7

36 24

18

5 1

22

40 8

44

718

12

44

41

8597

13

1 3

10 10

6

6

516

56

26

3014 22

113

4 16

3620

3 23

82284026

19 39

316280246

110

3 7

37

100

C.F.H

arveyP

kwy

148

SR 2032Sanderson Way

( d, t )PM

DK

K Design Hour Volume PercentagePM PM Peak PeriodD Peak Hour Directional Splità Indicates Direction of D(d,t) Duals, TT-STs (%)

N

NOT TO SCALE

COUNTY: LenoirTIP: R-2553

DATE: November 7, 2016

PREPARED BY: Parsons Brinckerhoff

LOCATION: US 70from west of NC 903 in La Grangeto east of Old US 70 in DoverPROJECT: US 70 Kinston Bypass

DIVISION: 2WBS: 34460L E G E N D

LOCATION MAP

### Vehicles Per Day (VPD) in 100s 1- Less than 50 VPD X Movement Prohibited

RoadwayFuture InterchangeExisting Interchange

11

58

Match

LineA

BUS

BUS70

70

SR 1139ClarencePotter Rd

SR 1161 GreenHaynes Rd

55

11

Match

LineB

Bum

coatR

d

SR 1161Albritton Rd

SR 1157N. CroomBland Rd

CentralAve

SR 1341Tyree Rd

258

Service Rd

FergusonLn

SR 1383Mary Beth Rd

SR 1351Old Asphalt Rd

MtV

ernonP

arkD

r

SR

1552H

illcrestRd

2

70

TrentonH

wy

LenoirCC

2040 AVERAGE ANNUALDAILY TRAFFIC

BUILD ALTERNATIVE 36SHEET 2 OF 2

SR

1312Tilghm

anR

d

4 2

46

1416

14 20

16

10142

164168170 240

58

512

20 9

48

44

58

34

65

130112

110

110

110

SR

1262N

WestS

t

SR

1313B

urkettRd

SR 1342Will Baker Rd

SR 1900Collier Loftin Rd

146

10

17 93

6

Scenario 22Horizon Year

SR

1904W

haleyR

d

SR

1357M

eadowbrook

Dr

172

14

16

48

2 2

12

14

418

448

96

5

22

51

64

52

1014

22

1 1

55

1248

85 39

8716

31 10 8 6 14 616 6

616250

190

240 200

14

198 188 180 176

48

22204 120

14

20

95

10

22

200374 282370

128

1

1

6

4

1

1

10

8

3

1

1618

46

46

56

2

144

8

8 54

54

64

10

4

13

66

8 6

140

4

2

13

18

8

26 53

12 6

8

64156 2216

80 34

7 91

2

1

3

LOCATION MAP

L E G E N D

N

NOT TO SCALE

COUNTY: Lenoir

TIP: R-2553

DATE: November 7, 2016

PREPARED BY: Parsons Brinckerhoff

LOCATION: US 70from west of NC 903 in La Grangeto east of Old US 70 in DoverPROJECT: US 70 Kinston Bypass

DIVISION: 2

WBS: 34460

( d, t )PM

DK### Vehicles Per Day (VPD) in 100s 1- Less than 50 VPD X Movement Prohibited

RoadwayFuture InterchangeExisting Interchange

K Design Hour Volume PercentagePM PM Peak PeriodD Peak Hour Directional Splità Indicates Direction of D(d,t) Duals, TT-STs (%)

903

C.F.H

arveyP

kwy

903

Match

LineA

Service Rd

258

A St

70

Sand Clay Rd

HaroldSutton Rd

2040 AVERAGE ANNUALDAILY TRAFFIC

BUILD ALTERNATIVE 51SHEET 1 OF 2

Match

LineB

Walm

artDrSR 1603

Washington St

SR 1503Fields Station Rd

ServiceRd

SR

1327Jim

Sutton

Rd

SR

1519E

asonR

d

SR

1546B

anksS

choolRd

Shopping

CenterD

rP

inelawn

Cem

eteryD

r

SR 1546Banks School Rd

Sussex

St

Sheffield

Dr

SR

2003IndustrialD

r

Scenario 23Horizon Year

SR

1309Jenny

LindR

d

SR

1690W

illieM

easleyR

d

SR

1522A

lbertS

uggR

d

SR

1548H

illFarmR

d

SR 2021Smithfield Way

Ruby

TuesdayInnovationW

ay188

180 8

923 802611

13 43

1288 320266

10

166 230196150 320164226240220

7

32

56

2 56

2674

106

228

20

220

3 7

37

19 21

40

22

2 2

10

10

20

21

29

136

2 14

32

32

22

30146

24

22

430

100

52

4

82

70

1415

15 24

392

50

362354

9 15

5834

60 29

26

2

52

1 128 4 7

36 24

18

5 1

22

40 8

44

718

12

44

41

8597

13

1 3

10 10

6

6

51614

113

4 16

7 15

3620

3 23

3925

18 38

SR

1334B

arwick

Station

Rd

52 10

SR 2032Sanderson Way

( d, t )PM

DK

K Design Hour Volume PercentagePM PM Peak PeriodD Peak Hour Directional Splità Indicates Direction of D(d,t) Duals, TT-STs (%)

N

NOT TO SCALE

COUNTY: LenoirTIP: R-2553

DATE: November 7, 2016

PREPARED BY: Parsons Brinckerhoff

LOCATION: US 70from west of NC 903 in La Grangeto east of Old US 70 in DoverPROJECT: US 70 Kinston Bypass

DIVISION: 2WBS: 34460L E G E N D

LOCATION MAP

### Vehicles Per Day (VPD) in 100s 1- Less than 50 VPD X Movement Prohibited

RoadwayFuture InterchangeExisting Interchange

70

11

58

TrentonH

wy

LenoirCC

58

Match

LineA

BUS

BUS70

70

2040 AVERAGE ANNUALDAILY TRAFFIC

BUILD ALTERNATIVE 51SHEET 2 OF 2

55

11

Match

LineB

SR

1312Tilghm

anR

d

258

SR

1313B

urkettRd

SR 1342Will Baker Rd

SR 1900Collier Loftin Rd

CentralAve

FergusonLn

SR 1383Mary Beth Rd

SR 1351Old Asphalt Rd

SR 1161Green Haynes Rd

SR 1161Albritton Rd

MtV

ernonP

arkD

r

Scenario 23Horizon Year

SR

1904W

haleyR

d

SR

1357M

eadowbrook

Dr

SR

1262N

WestS

t

SR

1552H

illcrestRd

14

6

46

60

57

1

162

314

7 6

158

188

32

13

150

85

7

6

329

214

8

820

16

36

14 23

162

134

184

164

178

82

86

5

13 25

56

62

55

9

59

96

3

8

162

162

14

16SR 1341Tyree Rd

SR 1157N. CroomBland Rd

55

1248

80 34

8716

31 10 16 6

150

190

324 232320

22194

14

128

3564156

14 6

14

148 138 130

20

20095

10

8

2216

80 34

190 150

120

44

8 6

240

18 144

48

2 2

114

2

12

14

418

18

46122 120

10

4 2

6

118

56

616

22

1014

24

1 1

128 43

12 5

8

4

1-

1-

1

7 91

2

1

3

LOCATION MAP

L E G E N D

N

NOT TO SCALE

COUNTY: Lenoir

TIP: R-2553

DATE: November 7, 2016

PREPARED BY: Parsons Brinckerhoff

LOCATION: US 70from west of NC 903 in La Grangeto east of Old US 70 in DoverPROJECT: US 70 Kinston Bypass

DIVISION: 2

WBS: 34460

( d, t )PM

DK### Vehicles Per Day (VPD) in 100s 1- Less than 50 VPD X Movement Prohibited

RoadwayFuture InterchangeExisting Interchange

K Design Hour Volume PercentagePM PM Peak PeriodD Peak Hour Directional Splità Indicates Direction of D(d,t) Duals, TT-STs (%)

188

188

180 8

903

903

Match

LineA

Service Rd

258

A St

70

Sand Clay Rd

HaroldSutton Rd

2040 AVERAGE ANNUALDAILY TRAFFIC

BUILD ALTERNATIVE 52SHEET 1 OF 2

Match

LineB

Walm

artDr

3620

3 23

923 11

13 43

1288 320266

10

166 230196150 320164226240220

7

SR 1603Washington St

SR 1503Fields Station Rd

ServiceRd

SR

1327Jim

Sutton

Rd

SR

1519E

asonR

d

SR

1546B

anksS

choolRd

32

Shopping

CenterD

rP

inelawn

Cem

eteryD

r

56

2

SR 1546Banks School Rd

56

26S

ussexS

t

Sheffield

Dr

74

SR

2003IndustrialD

r

Scenario 24Horizon Year

SR

1309Jenny

LindR

d

SR

1690W

illieM

easleyR

d

SR

1522A

lbertS

uggR

d

228

20

220

3 7

37

19 21

40

22

2 2

10

10

20

21

29

136

2 14

32

32

22

30146

24

22

SR

1548H

illFarmR

d

SR 2021Smithfield Way

Ruby

Tuesday

4

InnovationW

ay30

52

4

82

70

1415

15 24

392

50

362354

9 15

5834

60 29

26

2

52

1 128 4 7

36 24

18

5 1

22

40 8

44

718

12

44

41

8597

13

1 3

10 10

6

6

51614

113

4 16

7 15

3925

18 38

SR

1334B

arwick

Station

Rd

8026

106

52 10

100

C.F.H

arveyP

kwy

148

SR 2032Sanderson Way

( d, t )PM

DK

K Design Hour Volume PercentagePM PM Peak PeriodD Peak Hour Directional Splità Indicates Direction of D(d,t) Duals, TT-STs (%)

N

NOT TO SCALE

COUNTY: LenoirTIP: R-2553

DATE: November 7, 2016

PREPARED BY: Parsons Brinckerhoff

LOCATION: US 70from west of NC 903 in La Grangeto east of Old US 70 in DoverPROJECT: US 70 Kinston Bypass

DIVISION: 2WBS: 34460L E G E N D

LOCATION MAP

### Vehicles Per Day (VPD) in 100s 1- Less than 50 VPD X Movement Prohibited

RoadwayFuture InterchangeExisting Interchange

55

14

6

46

60

57

56

55

70

11

58

TrentonH

wy

LenoirCC

58

Match

LineA

BUS

BUS70

70

2040 AVERAGE ANNUALDAILY TRAFFIC

BUILD ALTERNATIVE 52SHEET 2 OF 2

11

Match

LineB

1248

80 34

8716

31 10 16 6

150

190

324 232320

162

162

258

SR

1262N

WestS

t

SR

1313B

urkettRd

SR 1342Will Baker Rd

SR 1900Collier Loftin Rd

22194

Central Ave

FergusonLn

SR 1383Mary Beth Rd

SR 1351Old Asphalt Rd

314

7 6

158

188

32

13SR 1161Green Haynes Rd

SR 1161Albritton Rd

SR 1341Tyree Rd

150

MtV

ernonP

arkD

r

14

85

128

7

6

329

214

Scenario 24Horizon Year

SR

1904W

haleyR

d

SR

1357M

eadowbrook

Dr

5964156

14 6

14

148 138 130

20

200 126

15 147

122

11 7

18

8

820

16

36

14 23

162

134

184

164

178

82

86

48

2 2

95 254

13 25

56

62

55

9

59

96

3

8

SR 1309Caswell Rd

10

SR

1552H

illcrestRd

14

12

14

418

2216

80 34

190 150

120

44

8 6

418

4 4

24

8

10

24

6

240

SR 1157N. CroomBland Rd

2 4

1-

1-

15

616

22

7 9

4

1

5

2

1

LOCATION MAP

L E G E N D

N

NOT TO SCALE

COUNTY: Lenoir

TIP: R-2553

DATE: November 7, 2016

PREPARED BY: Parsons Brinckerhoff

LOCATION: US 70from west of NC 903 in La Grangeto east of Old US 70 in DoverPROJECT: US 70 Kinston Bypass

DIVISION: 2

WBS: 34460

( d, t )PM

DK### Vehicles Per Day (VPD) in 100s 1- Less than 50 VPD X Movement Prohibited

RoadwayFuture InterchangeExisting Interchange

K Design Hour Volume PercentagePM PM Peak PeriodD Peak Hour Directional Splità Indicates Direction of D(d,t) Duals, TT-STs (%)

10

20

903

903

Match

LineA

Service Rd

258

A St

70

Sand Clay Rd

2040 AVERAGE ANNUALDAILY TRAFFIC

BUILD ALTERNATIVE 63SHEET 1 OF 2

Match

LineB

Walm

artDr

11

18 38

480

0 22

740

184 234204162 176216

182

256

74

SR 1603Washington St

SR 1503Fields Station Rd

ServiceRd

SR

1327Jim

Sutton

Rd

SR

1519E

asonR

d

SR

1546B

anksS

choolRd

Shopping

CenterD

rP

inelawn

Cem

eteryD

r

56

2

SR 1546Banks School Rd

Sussex

St

Sheffield

Dr

74

SR

2003IndustrialD

r

Scenario 25Horizon Year

SR

1309Jenny

LindR

d

SR

1690W

illieM

easleyR

d

SR

1522A

lbertS

uggR

d

228

182

230

14

210

20

1125

36

5234 274256 274

56

26

86

16 24

22

2 2

22

28

40136

2 13

32

32

22

3014 6

247 15

22

SR

1548H

illFarmR

d

SR 2021Smithfield Way

Ruby

Tuesday

4

InnovationW

ay30

52

4

HaroldSutton Rd

SR

1334B

arwick

StationR

d

ServiceRd

82

70

50

60 30

26

2

62

1 128 4 8

36 2416 2

7

7

18

5 2

22

40 10

44

818

14

44

42

88

13

1 3

10 10

6

6

514 8

100

1

1415

15 24

392362354

10 14

6034 113

4 16

3224

6 20

3726

18 37

136

C.F.H

arveyP

kwy

148

SR 2032Sanderson Way

( d, t )PM

DK

K Design Hour Volume PercentagePM PM Peak PeriodD Peak Hour Directional Splità Indicates Direction of D(d,t) Duals, TT-STs (%)

N

NOT TO SCALE

COUNTY: LenoirTIP: R-2553

DATE: November 7, 2016

PREPARED BY: Parsons Brinckerhoff

LOCATION: US 70from west of NC 903 in La Grangeto east of Old US 70 in DoverPROJECT: US 70 Kinston Bypass

DIVISION: 2WBS: 34460L E G E N D

LOCATION MAP

### Vehicles Per Day (VPD) in 100s 1- Less than 50 VPD X Movement Prohibited

RoadwayFuture InterchangeExisting Interchange

55

70

11

58

TrentonH

wy

LenoirCC

58

Match

LineA

BUS

BUS70

70

2040 AVERAGE ANNUALDAILY TRAFFIC

BUILD ALTERNATIVE 63SHEET 2 OF 2

55

11

Match

LineB

Realignment

9816

31 13 16 6

136 200

188

278274

258

162

256

SR

1262N

WestS

t

SR

1313B

urkettRd

SR 1342Will Baker Rd

SR 1900Collier Loftin Rd

22154

CentralAve

FergusonLn

SR 1383Mary Beth Rd

SR 1351Old Asphalt Rd

SR 1161Green Haynes Rd

SR 1161Albritton Rd

SR 1149Joe Nunn Rd

MtV

ernonP

arkD

r

118

Scenario 25Horizon Year

SR

1904W

haleyR

d

SR

1357M

eadowbrook

Dr

14

186

14 6

14

148 138 130 126 240122 254

11 7

1820

15 147

1248

44 30

517

59 258

1653

17

136

56

62164

16238

82

55

8

9

95

10

6

48

5155

53

16

78

198

4

2

138

4

3

39

759

96

3

6

SR 1309Caswell Rd

10

SR

1552H

illcrestRd

SR

1005

Old

US

70

59616

2214

2216

80 34

190 150

120

44

418

4 4

48

2 2

12

14

418

24

8

10

24

6

64156

8 6

7 9

4

1

5

2

1

LOCATION MAP

L E G E N D

N

NOT TO SCALE

COUNTY: Lenoir

TIP: R-2553

DATE: November 7, 2016

PREPARED BY: Parsons Brinckerhoff

LOCATION: US 70from west of NC 903 in La Grangeto east of Old US 70 in DoverPROJECT: US 70 Kinston Bypass

DIVISION: 2

WBS: 34460

( d, t )PM

DK### Vehicles Per Day (VPD) in 100s 1- Less than 50 VPD X Movement Prohibited

RoadwayFuture InterchangeExisting Interchange

K Design Hour Volume PercentagePM PM Peak PeriodD Peak Hour Directional Splità Indicates Direction of D(d,t) Duals, TT-STs (%)

903

903

Match

LineA

Service Rd

258

A St

70

Sand Clay Rd

2040 AVERAGE ANNUALDAILY TRAFFIC

BUILD ALTERNATIVE 65SHEET 1 OF 2

Match

LineB

Walm

artDrSR 1603

Washington St

SR 1503Fields Station Rd

ServiceRd

SR

1327Jim

Sutton

Rd

SR

1519E

asonR

d

SR

1546B

anksS

choolRd

SR

2003IndustrialD

r

Shopping

CenterD

rP

inelawn

Cem

eteryD

r

SR 1546Banks School Rd

Sussex

St

Sheffield

Dr

Scenario 26Horizon Year

SR

1309Jenny

LindR

d

SR

1690W

illieM

easleyR

d

SR

1522A

lbertS

uggR

d

SR

1548H

illFarmR

d

SR 2021Smithfield Way

Ruby

TuesdayInnovationW

ay

HaroldSutton Rd

SR

1334B

arwick

StationR

d

ServiceRd

184 234204162 176216

182

256

74 56

2

74

230

14

210

20

36

22

28

40

32

32

22

3014 22

430

52

4

82

70

50

60 30

28 4 8

36 242

7

7

44

818

14

44

42

88

10 10

6

6

4 8

100

1

392362354

10

20

11

18 38

480

0 22

740

228

182

1125

16 24

22

2 2

136

2 13

6

247 15

26

2

62

1 1

16

18

5 2

22

40 10

13

1 3

51

1415

15 24 10 14

6034 113

4 16

274 274

56

26

3726

18 37

2563224

6 20

5234

86136

C.F.H

arveyP

kwy

148

SR 2032Sanderson Way

( d, t )PM

DK

K Design Hour Volume PercentagePM PM Peak PeriodD Peak Hour Directional Splità Indicates Direction of D(d,t) Duals, TT-STs (%)

N

NOT TO SCALE

COUNTY: LenoirTIP: R-2553

DATE: November 7, 2016

PREPARED BY: Parsons Brinckerhoff

LOCATION: US 70from west of NC 903 in La Grangeto east of Old US 70 in DoverPROJECT: US 70 Kinston Bypass

DIVISION: 2WBS: 34460L E G E N D

LOCATION MAP

### Vehicles Per Day (VPD) in 100s 1- Less than 50 VPD X Movement Prohibited

RoadwayFuture InterchangeExisting Interchange

SR

1262N

WestS

t

70

11

58

TrentonH

wy

LenoirCC

58

Match

LineA

BUS

BUS70

70

2040 AVERAGE ANNUALDAILY TRAFFIC

BUILD ALTERNATIVE 65SHEET 2 OF 2

Match

LineB

SR

1312Tilghm

anR

d

SR

1313B

urkettRd

162

162

SR 1342Will Baker Rd

SR 1900Collier Loftin Rd

CentralAve

FergusonLn

SR 1383Mary Beth Rd

SR 1351Old Asphalt Rd

SR 1149Joe Nunn Rd

MtV

ernonP

arkD

r

Scenario 26Horizon Year

SR

1904W

haleyR

d

SR

1357M

eadowbrook

Dr

240

18 144

14

16

48

2 2

114

2

SR

1552H

illcrestRd

55

11

Realignment

258

SR 1161Green Haynes Rd

SR 1161Albritton Rd

12

14

418

256 517

59 258

1653

17

136

56

62164

16238

82

55

8

9

10

6

48

5155

53

16

78

198

4

2

138

4

3

39

759

96

3

6

210

55

9816

31 13 16 6

136 200

188

278274

22154 118

14

186

14 614

148 138 130

20

1248

44 30

95

10

35616

228

2216

80 34

190 150

120

44

64156

8 6

18

46122 120

10

4 2

6

118 1014

24

1 1

128 43

12 5

8

7 91

2

1

3

APPENDIX BFORECAST DOCUMENTATION TABLES

· B1 – Data Collection· B2 – Historical AADTs· B3 – Growth Rate· B4 – Past Forecasts· B5 – Design Factors

Location Key Map # Count Type Date(s) County ATR Group

Seasonal Adjustment

Factor

2015 AADT

US 70 West of Barwick Station Rd 101 48 hr Count April 28,29,30, 2015 Lenoir 2 1.09,1.08,1.02 20,600

US 70 West of Pinelawn Cemetery Dr 102 48 hr Count May 12,13,14, 2015 Lenoir 2 1.02,1.03,0.97 22,400

US 70 West of US 70 Business at Hillcrest Road 103 48 hr Count May 12,13,14, 2015 Lenoir 2 1.02,1.03,0.97 36,700

US 70 West of NC 11 104 48 hr Count May 5,6,7, 2015 Lenoir 2 1.02,1.03,0.97 26,800

US 70 East of Lenoir CC 105 48 hr Count May 12,13,14, 2015 Lenoir 2 1.02,1.03,0.97 14,800

US 70 East of Burkett Road 106 48 hr Count May 5,6,7, 2015 Jones 2 1.02,1.03,0.97 11,000

C.F. Harvey Parkway North of US 70 100 48 hr Count May 13,14,15, 2015 Lenoir 2 1.03,0.97,0.83 2,800

NC 11/55 North of NC 11 and NC 55 Merge 107 48 hr Count May 5,6,7, 2015 Lenoir 2 1.02,1.03,0.97 12,500

US 258 South of Joe Nunn Road 108 48 hr Count May 5,6,7, 2015 Lenoir 2 1.02,1.03,0.97 7,100

NC 58 South of Collier Loftin Road 109 48 hr Count April 28,29,30, 2015 Lenoir 2 1.09,1.08,1.02 7,000

Kennedy Home Road South of US 70 110 48 hr Count April 15,16,17, 2015 Lenoir 1 0.98,0.95,0.87 1,400

Kennedy Home Road South of Barrus Rd 111 48 hr Count April 20,21,22, 2015 Lenoir 1 1.01,0.99,0.98 1,500

Innovation Way North of US 70 112 48 hr Count April 15,16,17, 2015 Lenoir 1 0.98,0.95,0.87 2,400

Elijah Loftin Road East of Whaley Road 113 48 hr Count April 28,29,30, 2015 Lenoir 1 1.09,1.08,1.02 600

Cobb Road North of Elijah Loftin Road 114 48 hr Count April 28,29,30, 2015 Lenoir 1 1.09,1.08,1.02 600

Alexander Rouse Road West of Parker Fork Road 115 48 hr Count April 28,29,30, 2015 Lenoir 1 1.09,1.08,1.02 200

Clarence Potter Road West of US 258 147 48 hr Count April 20,21,22, 2015 Lenoir 1 1.01,0.99,0.98 100

Lenoir Community College Exit, East of NC 58 148 48 hr Count April 20,21,22, 2015 Lenoir 1 1.01,0.99,0.98 1,900

Lenoir Community College Entrance, East of NC 58 149 48 hr Count April 20,21,22, 2015 Lenoir 1 1.01,0.99,0.98 1,300

Sanderson Way East of Industrial Way 166 48 hr Count April 16,17,18, 2015 Lenoir 1 1.02,0.88 2,300

Leslie Stroud Road West of NC 11 176 48 hr Count April 21,22,23, 2015 Lenoir 1 0.99,0.98,0.95 300

Total 21

B1. DATA COLLECTION TABLE - Tube Count

Appendix B Page 1 of 7 B1. Tube Counts

Location Key Map # Count Type Date County

US 70 WB Ramps at NC 903 1A 13 hour TMC April 14, 2015 Lenoir

US 70 EB Ramps at NC 903 1B 13 hour TMC April 14, 2015 Lenoir

US 70 at SR 1603 Washington Street 2 13 hour TMC April 15, 2015 Lenoir

US 70 at Jim Sutton Rd/Willie Measley Rd 3 13 hour TMC April 15, 2015 Lenoir

US 70 at SR 1334 Barwick Station Road 5 13 hour TMC April 15, 2015 Lenoir

US 70 at SR 1519 Eason Rd/SR 1324 Kennedy Home Rd 8 13 hour TMC April 17, 2015 Lenoir

US 70 at SR 1546 Bank School Rd 9 13 hour TMC April 17, 2015 Lenoir

Sanderson Way at SR 2003 Industrial Dr 11 13 hour TMC April 16, 2015 Lenoir

US 70 at Pinelawn Cementary Dr/Shopping Center Dr 13 13 hour TMC April 20, 2015 Lenoir

US 70 at SR 1548 Hill Fram Rd/Sussex St 14 13 hour TMC April 21, 2015 Lenoir

US 70 at Walmart Dr/Sheffield Dr 15 13 hour TMC April 22, 2015 Lenoir

US 70 at US 258 North 16 13 hour TMC April 22, 2015 Lenoir

US 70 at Mt Vernon 17 13 hour TMC April 23, 2015 Lenoir

US 70 - US 258 BUS at Hillcrest Rd 20 13 hour TMC April 17, 2015 Lenoir

US 70 at NC 55/11 21 13 hour TMC April 24, 2015 Lenoir

US 70 at US 70 BUS / US 258 22 13 hour TMC May 6, 2015 Lenoir

US 70 at NC 58/Trenton Rd 24 13 hour TMC May 5, 2015 Lenoir

US 70 at Lenoir CC 25 13 hour TMC* May 6, 2015 Lenoir

US 70 at SR 1804 Neuse Rd 26 13 hour TMC May 7, 2015 Lenoir

US 70 at SR 1903 Whaley Rd 27 13 hour TMC April 28, 2015 Lenoir

US 70 at SR 1309 Caswell Rd/SR 1002 Wyse Fork Rd 29 13 hour TMC May 8, 2015 Jones

US 70 at Old Dover Rd 32 13 hour TMC May 8, 2015 Jones

NC 903 at SR 1324 Jenny Lind Rd 33 13 hour TMC April 14, 2015 Lenoir

SR 1334 Barwick Station Rd / SR 1330 Harold Sutton 34 13 hour TMC April 16, 2015 Lenoir

SR 1690 Willie Measley Rd / SR 1603 Field Station Rd 35 13 hour TMC April 15, 2015 Lenoir

SR 1548 Hill Farm Rd / SR 2021 Parrot Dickerson Rd 36 13 hour TMC April 21, 2015 Lenoir

NC 11/55 at SR 1341 Tyree Rd 40 13 hour TMC April 24, 2015 Lenoir

NC 11 at SR 1161 Green Haynes Rd / SR 1161 Albritton Rd 41 13 hour TMC May 5, 2015 Lenoir

US 258 at SR 1900 Collier Loftin Rd / Ferguson Ln 45 13 hour TMC April 28, 2015 Lenoir

NC 58 at SR 1342 Will Baker Rd 51 13 hour TMC May 6, 2015 Lenoir

SR 1821 British Rd at SR 1309 Caswell Rd 54 13 hour TMC May 8, 2015 Jones

SR 1548 Hill Farm Rd at SR 1546 Banks School Rd 62 13 hour TMC April 22, 2015 Lenoir

US 70 EB Left -U- East Sanderson 66B 13 hour TMC* April 16, 2015 Lenoir

US 258 at SR 1546 Banks School Rd 67 13 hour TMC April 23, 2015 Lenoir

US 70 at SR 1552 Hillcrest Rd 92 13 hour TMC April 23, 2015 Lenoir

US 258 at Road A 98 13 hour TMC April 24, 2015 Lenoir

Total 36* Turns only, throughs not counted

B1. DATA COLLECTION TABLE - Turn Movement Count

Appendix B Page 2 of 7 B1. TMCs

Project Count

Base Yr Forecast

1994 1995 1996 1997 1998 1999 2000 2001 2002 2003 2004 2005 2006 2007 2008 2009 2010 2011 2012 2013 2014 2015 2015a US 70 - East to West

5300047 US 70 West of NC 903 12,000 13,900 13,900 13,000 14,000 16,000 19,000 16,000 16,000 16,000 16,000 16,000 16,000 16,000 16,000 16,000 17,000 17,000 18,000 16,000 16,000 16,6005300092 US 70 West of Washington Street 12,100 13,500 14,300 12,100 14,000 16,000 16,000 16,000 16,000 16,000 16,000 17,000 16,000 16,000 16,000 16,000 17,000 17,000 18,000 17,000 18,000 19,400 16,8005300089 US 70 East of Jim Sutton Road / Measley Road 15,600 16,700 16,600 17,100 17,000 19,000 17,000 18,000 18,000 19,000 18,000 20,000 19,000 19,000 20,000 18,000 19,000 19,000 23,000 19,000 20,600 19,7005300048 US 70 East of Albert Sugg Road 13,600 15,200 16,000 16,900 17,000 18,000 18,000 18,000 20,000 18,000 19,000 19,000 18,000 18,000 19,000 17,000 18,000 18,000 20,000 18,000 19,000 - 20,1005300049 US 70 West of Hill Farm Road 18,000 18,600 19,300 20,000 20,000 21,000 23,000 21,000 23,000 22,000 22,000 23,000 20,000 22,000 23,000 24,000 23,000 27,900 25,4005300034 US 70 West of US 258 24,000 30,300 23,900 21,000 26,000 30,000 27,000 26,000 28,000 27,000 29,000 29,000 28,000 30,000 27,000 28,000 30,000 31,000 30,000 33,000 37,000 32,6005300033 US 70-258 East of US 258 33,800 35,700 36,600 37,700 37,000 39,000 39,000 37,000 41,000 41,000 44,000 43,000 39,000 40,000 44,000 37,000 39,000 43,000 43,000 39,000 44,200 39,6005300029 US 70-258 Business East of US 70-258 Bypass 19,700 21,300 21,100 19,700 22,000 23,000 27,000 22,000 23,000 22,000 23,000 21,000 24,000 22,000 20,000 20,000 19,000 18,000 22,000 21,000 19,000 19,8005300030 US 70-258 BYP, East of US 70-258 BUS 23,200 36,300 23,000 28,000 28,000 29,000 27,000 29,000 27,000 29,000 26,000 28,000 27,000 28,700 29,0005300076 US 70-258 Bypass West of NC 11 25,300 27,300 27,400 27,000 26,000 29,000 29,000 28,000 29,000 20,000 29,000 30,000 28,000 29,000 29,000 26,000 27,000 27,000 29,000 28,000 27,000 27,900 29,0005300027 US 70-258 Bypass East of NC 11 15,600 18,000 17,000 16,400 17,000 20,000 22,000 19,000 21,000 21,000 20,000 18,000 18,000 21,000 17,000 18,000 19,000 16,000 18,000 19,000 19,400 19,0005300018 US 70/NC 58, East of US 258 28,300 29,800 29,500 30,100 29,000 31,000 28,000 28,000 29,000 30,000 28,000 32,000 28,000 28,000 30,000 26,000 27,000 29,000 25,000 27,000 26,000 28,200 26,6005300020 US 70-258 Bypass West of NC 58 22,300 25,000 26,000 27,100 26,000 27,000 26,000 25,000 27,000 28,000 29,000 30,000 26,000 26,000 27,000 25,000 25,000 27,000 23,000 25,000 24,000 26,200 25,6005300021 US 70-258 Bypass East of NC 58 14,400 15,500 17,500 18,800 17,000 19,000 18,000 17,000 18,000 18,000 20,000 20,000 17,000 18,000 18,000 17,000 17,000 18,000 15,000 16,000 16,600 16,4005300050 US 70-258 Bypass West of Whaley Road 12,600 13,100 14,000 15,000 14,000 15,000 14,000 14,000 15,000 13,000 15,000 14,000 14,000 13,000 14,000 13,000 14,000 13,000 15,000 14,8005100001 US 70 West of Wyse Fork Road 11,600 12,000 13,000 13,000 13,000 13,000 14,000 13,000 12,000 13,000 13,000 12,000 13,000 12,000 12,000 12,000 14,000 13,6005100032 US 70 East of Wyse Fork Road 10,000 12,000 11,000 11,000 11,000 11,000 12,000 10,000 12,000 12,000 11,000 12,000 11,000 11,000 10,000 10,000 13,300 12,8005100031 US 70 East of Burkett Road 11,000 12,000 11,000 9,600 11,000 9,600 11,000 9,500 10,000 11,000 9,900 11,000 11,000 11,000 11,000 12,200

b US 2585300083 US 258, N of SR 1546 (Banks School Rd) 11,900 14,500 11,300 9,300 12,000 13,000 13,000 14,000 15,000 15,000 17,000 15,000 15,000 16,000 14,000 14,000 16,000 14,000 15,000 14,200 14,0005300032 US 258 North of US 70 11,600 13,500 11,800 14,900 11,000 11,000 13,000 12,000 15,000 13,000 13,000 15,000 13,000 13,000 13,000 11,000 11,000 11,000 12,000 11,000 11,000 12,800 11,8005300019 US 258, South of US 70-258 BYP 12,800 12,900 13,000 12,000 12,000 12,000 11,000 11,000 10,000 11,000 10,000 12,000 10,000 10,000 11,000 9,300 10,000 11,000 9,500 11,200 10,6005300079 US 258, North of SR 1900 (Collier Loftin Rd) 9,400 10,500 10,300 9,200 10,000 12,000 10,000 9,600 9,600 10,000 9,500 10,000 9,300 9,200 9,700 9,500 9,100 10,000 8,500 8,700 10,300 10,1005300078 US 258, South of SR 1900 (Collier Loftin Rd) 9,000 10,600 9,800 8,900 9,800 11,000 9,400 9,600 9,500 10,000 9,600 9,700 9,100 9,100 9,600 9,500 9,600 10,000 8,500 8,600 8,700 10,100 10,0005300035 US 258, North of SR 1342 (Will Baker Rd) 7,700 8,100 8,400 8,000 8,500 9,300 9,000 99,000 8,500 7,000 8,300 9,100 8,600 8,500 8,900 9,200 9,300 8,700 8,200 8,000 - 10,0005300036 US 258, South of SR 1341 (Tyree Rd) 7,400 7,900 8,300 8,400 8,500 9,200 8,400 8,500 8,700 8,700 7,800 8,600 7,900 8,200 8,500 8,700 8,000 8,500 8,000 8,000 8,400 - 7,4005300099 US 258, South of SR 1161 (Albritton Rd) 5,900 6,700 7,200 7,100 7,200 7,600 7,100 7,100 7,600 6,600 6,900 6,900 6,600 7,600 7,700 7,100 7,000 6,900 6,700 - 7,000

c NC 11 / NC 555300026 NC 11/ NC 55 North of US 70 12,200 14,100 12,100 13,900 12,000 13,000 13,000 13,000 14,000 17,000 13,000 13,000 12,000 13,000 12,000 12,000 12,000 11,000 13,000 13,000 11,000 12,400 13,0005300028 NC 11-55, South of US 70-258 BYP 17,600 18,600 18,600 16,400 17,000 18,000 19,000 18,000 20,000 19,000 18,000 17,000 19,000 17,000 16,000 17,000 17,000 16,000 16,600 17,0005300037 NC 11/ NC 55 North of NC 11 and NC 55 Merge 11,000 12,000 12,100 12,000 13,000 14,000 13,000 14,000 14,000 14,000 15,000 15,000 14,000 15,000 14,000 14,000 15,000 14,000 12,500 12,6005300039 NC 11 South of NC 11 / NC 55 Merge 8,200 9,400 9,200 8,600 8,800 9,500 10,000 11,000 10,000 11,000 11,000 10,000 11,000 11,000 9,800 12,000 11,000 10,000 9,600 10,4005300068 NC 11, North of SR 1161 (Albritton Rd) 7,200 7,300 8,300 7,300 8,100 8,400 9,400 10,000 9,700 11,000 10,000 9,800 11,000 9,600 9,000 10,000 10,000 9,500 9,700 10,000 10,4005300067 NC 11, South of SR 1161 (Albritton Rd) 6,800 7,100 8,100 8,200 7,800 8,400 9,200 10,000 9,000 10,000 10,000 9,400 10,000 9,300 8,800 9,900 9,800 10,000 9,600 10,0005300038 NC 55 South of NC 11 / NC 55 Merge 4,300 4,100 4,400 4,800 4,700 5,600 3,600 4,900 5,000 4,700 5,100 4,700 5,100 5,100 4,800 4,900 5,700 4,600 4,800 4,400 4,800

d NC 585300017 US 70-258 BUS/NC 58, North of US 70-258 BYP 16,000 17,000 16,000 16,000 15,000 16,000 14,000 14,000 14,000 14,000 14,000 13,000 16,100 15,0005300022 NC 58, South of US 70 8,800 10,600 9,500 9,000 10,000 8,000 7,800 7,500 8,100 8,500 9,700 12,000 10,000 9,400 11,000 9,100 9,300 11,000 9,000 10,000 11,000 11,200 11,4005300053 NC 58, North of SR 1913 (Elijah Loftin Rd) 5,100 6,200 5,200 5,700 5,900 5,900 5,800 5,700 6,000 5,900 6,500 5,800 5,000 5,600 6,000 5,300 5,100 5,500 5,200 5,100 - 5,6005300091 NC 58, South of SR 1913 (Elijah Loftin Rd) 4,300 4,500 4,300 5,500 4,600 4,900 4,900 5,000 4,900 5,400 4,800 4,700 4,600 4,900 4,100 4,300 5,500 4,200 5,200 - 4,900

e NC 9035300104 NC 903, North of SR 1378 (Packhouse Rd) 2,800 2,800 3,100 2,500 3,100 6,100 3,400 3,300 3,500 3,500 4,000 3,700 3,600 3,800 3,500 3,200 3,800 3,700 3,700 3,400 4,000 4,0005309018 NC 903, South of US 70 3,900 4,000 4,400 4,100 4,000

NCDOTCVRGVLM ID

LOCATION

B2. HISTORIC OVERVIEW TABLE: 1994 - 2014

Appendix B Page 3 of 7 B2. Historic AADT

Project Count

Base Yr Forecast

1994 1995 1996 1997 1998 1999 2000 2001 2002 2003 2004 2005 2006 2007 2008 2009 2010 2011 2012 2013 2014 2015 2015

NCDOTCVRGVLM ID

LOCATION

B2. HISTORIC OVERVIEW TABLE: 1994 - 2014

f Local Roads Intersecting US 705301534 SR 1603 (Washington St), North of US 70 4,300 4,000 4,500 4,300 4,400 3,800 4,000 4,100 3,900 4,600 4,0005301532 SR 1327 (Jim Sutton Rd), South of US 70 800 680 760 900 1,000 1,000 880 1,000 970 1,500 1,4005303416 SR 1520 (Norbert Hill Rd), North of US 70 400 560 700 560 510 490 400 540 470 - 6005301556 SR 1522 (Albert Sugg Rd), North of US 70 280 230 260 260 190 210 330 230 220 270 200 - 4005301560 SR 1330 (Harold Sutton Rd), South of US 70 650 600 590 650 610 700 620 650 750 - 4005301555 SR 1519 (Eason Rd), North of US 70 1,000 1,000 1,100 1,000 1,000 930 1,000 880 1,000 940 1,100 1,1005301558 SR 1324 (Kennedy Home Rd), South of US 70 1,600 1,600 1,700 1,900 1,700 2,000 2,000 1,800 1,700 1,800 1,700 1,7005301557 SR 1546 (Banks School Rd), North of US 70 1,300 1,400 1,700 1,800 2,000 2,000 1,900 1,500 1,600 1,500 1,200 1,5005301744 SR 1804 (Neuse Rd), North of US 70 2,200 2,400 2,900 2,200 2,400 2,300 2,000 2,100 2,200 1,700 1,8005301743 SR 1903 (Cobb Rd), South of US 70 1,500 1,700 1,800 1,700 1,600 1,700 1,700 1,800 1,500 1,500 1,900 1,8005301618 SR 1821 (British Rd), North of US 70 800 780 740 810 710 600 6005101502 SR 1309 (Caswell Station Rd), North of US 70 580 490 500 410 380 450 300 500 4005101504 SR 1002 (Wyse Fork Rd), South of US 70 1,500 1,500 1,400 1,500 1,500 1,300 1,200 1,300 1,700 1,6005101503 SR 1312 (Tilghman Rd), North of US 70 520 400 440 380 350 340 - 4005101562 SR 1005 (Old US Hwy 70), North of US 70 2,100 2,400 2,200 2,400 2,200 2,100 1,600 1,700

g Other Local Roads5303414 SR 1309 (Jenny Lind Rd), South of NC 903 1,700 1,500 1,900 1,700 1,500 1,600 1,600 1,600 1,8005301533 SR 1690 (Willie Measley Rd), South of SR 1503 1,900 2,200 2,500 2,100 1,900 2,300 2,900 2,400 2,700 2,000 2,1005301679 SR 1548 (Hill Farm Rd), North of SR 2021 3,600 4,600 3,500 4,800 5,100 5,000 6,000 5,900 5,400 4,800 4,8005301742 SR 1903 (Cobb Rd), South of SR 1904 950 1,000 1,100 1,100 1,000 1,000 960 1,100 940 850 600 6005101501 SR 1310 (British Rd), East of SR 1309 740 710 810 770 680 1,200 600 6005101500 SR 1309, North of SR 1310 (British Rd) 370 310 360 230 290 290 230 200 4005301731 SR 1351 (Old Asphalt Rd), East of NC 11-55 1,900 1,700 1,800 1,800 690 880 870 1,000 710 670 - 1,7005301730 SR 1351 (Old Asphalt Rd) , West of US 258 1,400 1,500 1,400 920 590 560 680 520 410 380 - 1,7005301678 SR 1546 (Banks School Rd), West of US 258 5,900 5,600 6,700 6,900 7,400 7,700 8,800 7,600 8,700 8,700 8,300 8,2005301728 SR 1357 (Meadowbrook Dr), West of NC 58 1,000 1,000 1,300 930 770 1,000 940 880 910 850 - 1,8005301677 SR 1342 (Central Ave), East of NC 11-55 230 300 400 200 340 290 350 370 340 340 - 4005301739 SR 1342 (Will Baker Rd), West of NC 58 1,400 1,600 1,900 1,900 1,800 1,800 1,500 1,500 1,700 1,500 1,5005301735 SR 1341 (Tyree Rd), East of NC 11-55 2,200 2,400 2,800 2,400 2,800 2,900 2,800 2,800 3,000 2,400 2,600 3,0005301564 SR 1161 (Green Haynes Rd), East of NC 55 600 750 1,000 800 880 800 770 800 760 760 - 8005303466 SR 1161 (Green Haynes Rd), West of NC 11 2,000 1,900 1,900 1,900 1,800 1,900 1,900 2,0005301669 SR 1161 (Albritton Rd), East of NC 11 900 1,100 1,300 1,200 1,200 1,400 1,300 1,200 1,300 1,200 1,2005301603 SR 1161 (Albritton Rd), West of US 258 440 420 500 500 530 470 670 630 550 590 - 1,2005303460 SR 1149 (Joe Nunn Rd), West of US 258 1,300 1,400 1,100 1,200 1,200 970 - -5301562 SR 1157 (N Croom Bland Rd), North of NC 55 70 60 50 50 40 80 50 40 50 60 - 1005301741 SR 1909 (Woodington Rd), West of NC 58 950 1,000 940 860 840 810 880 790 - 8005301737 SR 1900 (Collier Loftin Rd), East of US 258 1,600 1,300 2,400 1,400 1,500 1,500 1,900 1,900 1,300 1,200 1,700 1,7005301738 SR 1900 (Collier Loftin Rd), West of NC 58 1,000 900 1,600 990 1,200 1,400 1,600 1,300 1,000 860 1,300 - 1,7005301616 SR 1913 (Elijah Loftin Rd), East of NC 58 640 850 1,200 940 1,100 890 1,000 1,100 830 850 820 - 7005301615 SR 1913 (Elijah Loftin Rd), West of NC 58 1,100 850 1,200 1,000 1,100 1,000 1,200 1,300 850 930 - 8002401686 SR 1005, East of SR 1268 (Carmichael Ave) 2,000 1,900 1,800 1,900 1,800 1,700 - 1,4002401639 SR 1262 (N West St), North of SR 1005 1,600 1,600 1,400 1,300 1,300 1,200 - 8002401638 SR 1262 (N West St), North of SR 1270 280 440 200 250 130 130 - 200

2015 Project Specific Turn Movement Counts factored to AADT estimatesWhile comparing a row with NCDOT Historical AADT, note that count and forecasts are in close proximity but not at exact location of NCDOT's count station.

Appendix B Page 4 of 7 B2. Historic AADT

1994 - 2004 (10 Yr) 2004 - 2014 (10 Yr) 1994 to 2004 (20 yr) 2011 2040 2011 to 2040 2015 2040 2015 to 2040US 70 - East to WestUS 70 West of NC 903 2.9% 17,500 35,300 2.4% 16,600 35,400 3.1%US 70 West of Washington Street 2.8% 1.2% 2.0% 19,500 37,300 2.3% 16,800 35,600 3.0%US 70 East of Jim Sutton Road / Measley Road 1.4% 21,400 38,900 2.1% 19,700 38,200 2.7%US 70 East of Albert Sugg Road 3.4% 0.0% 1.7% 21,500 39,000 2.1% 20,100 38,600 2.6%US 70 West of Hill Farm Road 1.6% 17,100 28,900 1.8% 25,400 36,200 1.4%US 70 West of US 258 1.2% 2.0% 1.6% 28,100 39,100 1.1% 32,600 43,000 1.1%US 70-258 East of US 258 2.7% 33,300 45,000 1.0% 39,600 49,000 0.9%US 70-258 Business East of US 70-258 Bypass 1.6% 18,800 20,700 0.3% 19,800 22,400 0.5%US 70-258 BYP, East of US 70-258 BUS 2.3% -0.7% 0.8% 25,700 37,500 1.3% 29,000 40,200 1.3%US 70-258 Bypass West of NC 11 1.4% -0.7% 0.3% 25,800 37,600 1.3% 29,000 40,200 1.3%US 70-258 Bypass East of NC 11 2.5% 17,600 27,700 1.6% 19,000 30,400 1.9%US 70/NC 58, East of US 258 -0.1% -0.7% -0.4% 20,100 32,900 1.7% 26,600 37,200 1.4%US 70-258 Bypass West of NC 58 2.7% -1.9% 0.4% 20,100 32,900 1.7% 25,600 36,200 1.4%US 70-258 Bypass East of NC 58 3.3% 15,500 28,300 2.1% 16,400 29,400 2.4%US 70-258 Bypass West of Whaley Road -0.7% 0.2% 14,600 27,400 2.2% 14,800 27,600 2.5%US 70 West of Wyse Fork Road 14,100 27,100 2.3% 13,600 26,400 2.7%US 70 East of Wyse Fork Road -0.9% 12,900 25,900 2.4% 12,800 25,400 2.8%US 70 East of Burkett Road 13,500 27,300 2.5% 12,200 24,400 2.8%US 258US 258, N of SR 1546 (Banks School Rd) 2.3% 11,500 13,300 0.5% 14,000 15,800 0.5%US 258 North of US 70 1.1% -1.7% -0.3% 10,100 11,500 0.4% 11,800 13,200 0.4%US 258, South of US 70-258 BYP -2.4% 9,400 10,600 0.4% 10,600 13,000 0.8%US 258, North of SR 1900 (Collier Loftin Rd) 0.1% 6,500 7,600 0.5% 10,100 12,400 0.8%US 258, South of SR 1900 (Collier Loftin Rd) 0.6% -1.0% -0.2% 6,100 7,100 0.5% 10,000 12,300 0.8%US 258, North of SR 1342 (Will Baker Rd) 0.8% 5,800 6,800 0.6% 10,000 12,300 0.8%US 258, South of SR 1341 (Tyree Rd) 0.5% 0.7% 0.6% 6,800 8,000 0.6% 7,400 9,200 0.9%US 258, South of SR 1161 (Albritton Rd) 1.1% 7,400 8,600 0.5% 7,000 8,800 0.9%NC 11 / NC 55NC 11/ NC 55 North of US 70 0.6% -1.7% -0.5% 10,600 11,300 0.2% 13,000 14,200 0.4%NC 11-55, South of US 70-258 BYP 0.8% -1.7% -0.5% 19,700 22,600 0.5% 17,000 22,000 1.0%NC 11/ NC 55 North of NC 11 and NC 55 Merge 2.4% 14,600 17,500 0.6% 12,600 17,900 1.4%NC 11 South of NC 11 / NC 55 Merge 2.0% 10,400 13,100 0.8% 10,400 15,500 1.6%NC 11, North of SR 1161 (Albritton Rd) 3.0% 0.0% 1.5% 10,000 12,000 0.6% 10,400 15,500 1.6%NC 11, South of SR 1161 (Albritton Rd) 2.8% 9,100 12,000 1.0% 10,000 15,000 1.6%NC 55 South of NC 11 / NC 55 Merge 0.9% 0.2% 0.6% 5,100 5,500 0.3% 4,800 5,200 0.3%NC 58US 70-258 BUS/NC 58, North of US 70-258 BYP 13,100 16,700 0.8% 15,000 18,800 0.9%NC 58, South of US 70 1.0% 1.3% 1.1% 6,900 10,600 1.5% 11,400 12,400 0.3%NC 58, North of SR 1913 (Elijah Loftin Rd) 2.5% 5,600 5,800 0.1% 5,600 6,200 0.4%NC 58, South of SR 1913 (Elijah Loftin Rd) 2.3% 4,500 4,600 0.1% 4,900 5,400 0.4%NC 903NC 903, North of SR 1378 (Packhouse Rd) 2.3% -0.3% 1.0% 4,400 4,800 0.3% 4,000 4,800 0.7%NC 903, South of US 70 5,700 6,300 0.3% 4,000 5,600 1.4%

Annualized Growth Rate based on Historic AADT Counts Annualized Growth Rate based on Travel Demand Model Volumes

Annualized Growth Rate Utilized in No Build ForecastKEY LOCATIONS

B3. GROWTH RATE COMPARISON - Historic, Model and Forecast

Appendix B Page 5 of 7 B3. Growth Rates

1998 2018 2004 2030 2008

2030 No Build

(includes R-2553

Southern

2008

2030 Existing Network (with CF Harvey

2008 2020 2035 2012 2020 2040 2015 2040

US 70 - West to EastUS 70 West of NC 903 32,600 59,200 n/a n/a n/a n/a 18,000 65,500 16,000 37,800 55,200 16,100 25,000 36,000 16,600 35,400US 70 East of Washington Street n/a NA 22,500 43,400 n/a n/a 22,000 64,100 20,000 43000 61,400 19,600 32,000 41,800 20,200 39,200US 70 West of C.F. Harvey Pkwy n/a NA 34,200 32,600 n/a n/a 28,000 64,100 32,000 40,400 79,200 18,400 29,000 37,000 21,200 39,000US 70 West of US 258 n/a NA n/a 32,600 n/a n/a n/a 32,400 n/a n/a 52,800 31,600 35,000 46,000 32,600 43,000US 70-258 East of US 258 n/a NA 42,800 35,100 n/a n/a 40,000 57,100 40,000 50,600 62,600 30,000 42,000 54,600 39,600 49,000US 70-258 Bypass East of NC 11 n/a NA n/a n/a 21,000 19,300 21,000 40,000 20,800 35,200 46,000 20,800 22,400 32,000 19,000 29,600US 70-258 Bypass West of NC 58 n/a NA n/a n/a 28,700 27,200 27,000 51,100 27,000 42,300 54,600 27,000 28,800 38,200 25,600 35,000US 70 East of Wyse Fork Road n/a NA n/a n/a n/a n/a 15,000 31,900 12,000 24,800 35,000 13,400 18,000 27,200 12,800 25,000CF Harvey ParkwayCF Harvey Parkway Extension (US 70 to US 258) n/a n/a n/a 20,400 n/a n/a n/a 45,600 n/a 27,600 43,400 3,000 4,400 6,400 2,800 9,400CF Harvey Parkway east of US 258 n/a n/a 5,600 23,400 n/a n/a n/a 33,000 4,800 28,300 47,200 6,000 7,200 10,000 n/a n/aCF Harvey Parkway west of NC 58 n/a n/a n/a n/a n/a n/a n/a 25,400 2,000 16,800 27,800 2,400 7,600 10,600 n/a n/aRoads north of US 70US 258 North of US 70 n/a n/a 15,000 32,400 n/a n/a 14,000 45,600 16,200 21,400 28,200 11,600 11,000 13,000 11,800 13,200US 70 Bus Vernon Avenue n/a n/a n/a n/a n/a n/a 22,000 40,900 22,400 24,800 30,000 18,800 20,600 24,200 19,800 22,400NC 55/ NC 11 Old Pink Hill Road n/a n/a n/a n/a 15,000 24,200 13,000 42,400 13,400 21,500 28,000 14,000 14,000 16,000 13,000 14,200US 258 /Queen Street n/a n/a n/a n/a 17,600 26,200 16,000 57,200 16,200 31,200 44,000 16,000 17,200 19,200 15,000 18,800Roads south of US 70NC 55/ NC 11 Old Pink Hill Road n/a n/a n/a n/a 18,200 22,400 19,000 43,200 19,200 29,100 37,000 17,600 19,000 22,400 17,000 22,000US 258 n/a n/a n/a n/a 11,000 20,200 10,000 39,600 10,600 25,500 37,400 10,200 11,000 13,400 10,600 13,000NC 58 n/a n/a n/a n/a 10,700 8,800 9,400 22,400 10,400 15,700 20,000 11,400 13,000 14,600 11,400 12,400Source:R-2554 Goldsboro Bypass - from public hearing mapR-2719AC.F. Harvey Parkway- June 2004FS - 0802ANC 11- N C 55 Bypass Feasibility Study - October 2010Kinston Area Comprehensive Transportation Plan - February 2008R-2553 Kinston Bypass- July 2009R-2553 Kinston Bypass- July 2012

B4. COMPARISON WITH PREVIOUS FORECASTSR-2553 Kinston

Bypass 2015 update

R-2553 Kinston Bypass 2012 update

KEY LOCATIONS

R-2544 Goldsboro Bypass

R-2719A Crescent Road June 2004

NC 11-NC 55 Bypass Feasibility Study

(FS-0802A)

Kinston Area Comprehensive

Transportation Plan (not fiscally

R-2553 Kinston Bypass July 2009

Appendix B Page 6 of 7 B4. Past Forecasts

AADT

2015 Class Count

2012 TIP Project

R-2553Forecast

2015 Class Count

2015Selected BY

NB Value

2012 TIP Project

R-2553Forecast

2015 Class Count

2015Selected BY

NB Value

2012 TIP Project

R-2553Forecast

2015 Class Count

2015Selected BY

NB Value

US 70 West of SR 1334 (Barwick Station Rd) 20,600 60% 55% 55% 9% 8.0% 9% 5 / 10 4.3 / 8.0 4 / 8

US 70 West of Pinelawn Cemetery Dr 22,400 55% 54% 50% 10% 8.1% 9% 5 / 8 3.8 / 6.5 4 / 6

US 70-US 258 Bypass West of US 70 Bus 36,700 55% 51% 55% 9% 7.6% 9% 5 / 5 3.2 / 4.9 4 / 5

US 70-US 258 Bypass East of US 70 Bus 26,800 60% 53% 55% 9% 8.0% 9% 6 / 7 3.6 / 5.2 5 / 6

US 70 East of Lenoir CC 14,800 55% 53% 55% 9% 7.6% 8% 5 / 8 9.1 / 9.0 6 / 9

US 70 East of SR 1313 (Burkett Road) 11,000 60% 50% 55% 9% 8.0% 8% 5 / 10 7.0 / 12.0 7 / 12

C.F. Harvey Parkway North of US 70 2,800 55% 61% 60% 10% 9.7% 9% 8 / 6 4.8 / 8.4 5 / 9

NC 11/55 North of NC 11 and 55 Merge 12,500 65% 61% 65% 9% 8.0% 10% 4 / 4 5.6 / 8.1 6 / 7

US 258 South of SR 1149 (Joe Nunn Road) 7,100 60% 64% 60% 9% 8.8% 9% 5 / 6 7.4 / 5.3 8 / 5

NC 58 South of SR 1900 (Collier Loftin Road) 7,000 65% 73% 65% 9% 8.9% 9% 3 / 3 3.2 / 4.2 4 / 4

SR 1324 (Kennedy Home Road) South of US 70 1,400 - 73% 60% - 8.3% 9% - 4.4 / 1.2 3 / 1

SR 1324 (Kennedy Home Road) South of SR 1336 (Barrus Road) 1,500 - 78% 60% - 8.7% 9% - 3.1 / 0.8 3 / 1

SR 2002 (Innovation Way) North of US 70 * 2,400 - 78% 65% - 10.8% 12% - 3.0 / 7.9 3 / 8

SR 1913 (Elijah Loftin Road) East of SR 1904 (Whaley Road) 600 - 77% 75% - 12.1% 12% - 3.2 / 0.4 3 / 1

SR 1903 (Cobb Road) North of SR 1913 (Elijah Loftin Road) 600 - 73% 70% - 8.8% 9% - 4.7 / 0.6 5 / 1

SR 1911 (Alexander Rouse Rd) West of SR 1912 (Parker Fork Rd) 200 - 58% - - 8.4% - - 9.1 / 1.0 9 / 1

SR 1139 (Clarence Potter Road) West of US 258 100 - 88% 60% - 29.1% 9% - 1.1 / 0 1 / 1

Exit of Lenoir CC East of NC 58 1,900 - 100% 100% - 4.1% - - 1.9 / 0 2 / 0

Entrance of Lenoir CC East of NC 59 1,300 - 100% 100% - 11.1% - - 2.9 / 6.3 3 / 6

SR 2032 (Sanderson Way) East of SR 2003 (Industrial Way) * 2,300 - 77% 70% - 12.6% 12% - 3 / 6 3 / 8

SR 1158 (Leslire R. Stroud Road) West of NC 11 300 - 60% 60% - 8.9% 9% - 7.1 / 0.9 2 / 1* Peak is during 5:15 AM-6:15 AM in morning and 2:15 PM-3:15 PM in afternoon due to adjacent industrial employment generator.

Heavy Vehicles - (Dual / TTST)D – Directional Distribution K – Peak Hour Factor

Location

B5. DESIGN FACTOR TABLE (D, K and HV)

Appendix B Page 7 of 7 B5. Design Data

APPENDIX CTRAFFIC ESTIMATES FOR SHALLOW

BYPASS INTERCHANGE OPTIONS

C1 – Scenario S4 – ABDEC2 – Scenario S4 – ABCEC3 – Scenario S3 – ABEC4 – Scenario S2 – AEC5 – Scenario P3 – ABDC6 – Scenario P2 – AD

LOCATION MAP

L E G E N D

N

NOT TO SCALE

COUNTY: Lenoir

TIP: R-2553

DATE: November 7, 2016PREPARED BY: Parsons Brinckerhoff

LOCATION: US 70from west of NC 903 in La Grangeto east of Old US 70 in DoverPROJECT: US 70 Kinston Bypass

DIVISION: 2

WBS: 34460

( d, t )PM

DK

### Vehicles Per Day (VPD) in 100s 1- Less than 50 VPD X Movement Prohibited

RoadwayFuture Interchange

K Design Hour Volume PercentagePM PM Peak PeriodD Peak Hour Directional Splità Indicates Direction of D(d,t) Duals, TT-STs (%)

SussexSt

258

A St

Sand Clay Rd

SheffieldD

rW

almartD

r

632

35

334

38

5

210

ShoppingC

enterDr

Pinelawn

Cem

eteryD

r

SR 2021Smithfield Way

224

83

SR 1546Banks School Rd

SR1548

HillFarm

Rd

SR

2003IndustrialD

r

39

286

84142

Ruby

Tuesday

C.F.H

arveyPkw

y

148

SR 2032Sanderson

Way

70385

11

58

SR1357

Meadow

brookD

r

TrentonH

wy

LenoirCC

BUS

BUS70

70

MtVernonPark

Dr

FergusonLn

SR 1383Mary Beth Rd

109

41

40

12

42

11 13 1445

29 36

4330

8

7

SR 1351Old Asphalt Rd

286 198 198

187

122 170

150

140

172

84204

135 275

124SR 1342

Will Baker Rd

SR 1900Collier Loftin Rd

13416894

80

22

SR1552

HillcrestR

d

125

70

5825811

2040 AVERAGE ANNUALDAILY TRAFFIC

BUILD ALTERNATIVE S-4ABDE(Shallow Bypass) SHEET 1 OF 1

Scenario E3Horizon Year

174

A

B D

E

LOCATION MAP

L E G E N D

N

NOT TO SCALE

COUNTY: Lenoir

TIP: R-2553

DATE: November 7, 2016PREPARED BY: Parsons Brinckerhoff

LOCATION: US 70from west of NC 903 in La Grangeto east of Old US 70 in DoverPROJECT: US 70 Kinston Bypass

DIVISION: 2

WBS: 34460

( d, t )PM

DK

### Vehicles Per Day (VPD) in 100s 1- Less than 50 VPD X Movement Prohibited

RoadwayFuture Interchange

K Design Hour Volume PercentagePM PM Peak PeriodD Peak Hour Directional Splità Indicates Direction of D(d,t) Duals, TT-STs (%)

SussexSt

258

A St

Sand Clay Rd

SheffieldD

rW

almartD

r

632

35

334

38

5

208

ShoppingC

enterDr

Pinelawn

Cem

eteryD

r

SR 2021Smithfield Way

222

30

SR 1546Banks School Rd

SR1548

HillFarm

Rd

SR

2003IndustrialD

r

39

288

84142

Ruby

Tuesday

C.F.H

arveyPkw

y

148

SR 2032Sanderson

Way

70385

11

58

SR1357

Meadow

brookD

r

TrentonH

wy

LenoirCC

BUS

BUS70

70

MtVernonPark

Dr

FergusonLn

SR 1383Mary Beth Rd

109

41

40

12

42

11 13 1445

29 36

4330

8

7

SR 1351Old Asphalt Rd

288 256 178

178

92

168

190138

162

84204

144 275

124SR 1342

Will Baker Rd

SR 1900Collier Loftin Rd

140158104

94

22

SR1552

HillcrestR

d

134

70

5825811

144

2040 AVERAGE ANNUALDAILY TRAFFIC

BUILD ALTERNATIVE S-4ABCE(Shallow Bypass) SHEET 1 OF 1

Scenario E2Horizon Year

A

174

B C

E

LOCATION MAP

L E G E N D

N

NOT TO SCALE

COUNTY: Lenoir

TIP: R-2553

DATE: November 7, 2016PREPARED BY: Parsons Brinckerhoff

LOCATION: US 70from west of NC 903 in La Grangeto east of Old US 70 in DoverPROJECT: US 70 Kinston Bypass

DIVISION: 2

WBS: 34460

( d, t )PM

DK

### Vehicles Per Day (VPD) in 100s 1- Less than 50 VPD X Movement Prohibited

RoadwayFuture Interchange

K Design Hour Volume PercentagePM PM Peak PeriodD Peak Hour Directional Splità Indicates Direction of D(d,t) Duals, TT-STs (%)

SussexSt

258

A St

Sand Clay Rd

SheffieldD

rW

almartD

r

632

35

334

38

5

220

ShoppingC

enterDr

Pinelawn

Cem

eteryD

r

SR 2021Smithfield Way

234

34

SR 1546Banks School Rd

SR1548

HillFarm

Rd

SR

2003IndustrialD

r

39

276

84142

Ruby

Tuesday

C.F.H

arveyPkw

y

148

SR 2032Sanderson

Way

70385

11

58

SR1357

Meadow

brookD

r

TrentonH

wy

LenoirCC

BUS

BUS70

70

MtVernonPark

Dr

FergusonLn

SR 1383Mary Beth Rd

109

41

40

12

42

11 13 1445

29 36

4330

8

7

SR 1351Old Asphalt Rd

276 176 176

176

148 192

160

130

174

84204

146 275

124SR 1342

Will Baker Rd

SR 1900Collier Loftin Rd

134170104

94

22

SR1552

HillcrestR

d

125

70

5825811

2040 AVERAGE ANNUALDAILY TRAFFIC

BUILD ALTERNATIVE S-3ABE(Shallow Bypass) SHEET 1 OF 1

Scenario E4Horizon Year

172

A

B

E

LOCATION MAP

L E G E N D

N

NOT TO SCALE

COUNTY: Lenoir

TIP: R-2553

DATE: November 7, 2016PREPARED BY: Parsons Brinckerhoff

LOCATION: US 70from west of NC 903 in La Grangeto east of Old US 70 in DoverPROJECT: US 70 Kinston Bypass

DIVISION: 2

WBS: 34460

( d, t )PM

DK

### Vehicles Per Day (VPD) in 100s 1- Less than 50 VPD X Movement Prohibited

RoadwayFuture Interchange

K Design Hour Volume PercentagePM PM Peak PeriodD Peak Hour Directional Splità Indicates Direction of D(d,t) Duals, TT-STs (%)

SussexSt

258

A St

Sand Clay Rd

SheffieldD

rW

almartD

r

632

35

334

38

5

318

ShoppingC

enterDr

Pinelawn

Cem

eteryD

r

SR 2021Smithfield Way

328

70

SR 1546Banks School Rd

SR1548

HillFarm

Rd

SR

2003IndustrialD

r

39

170

104122

Ruby

Tuesday

C.F.H

arveyPkw

y

148

SR 2032Sanderson

Way

56

70383

11

58

SR1357

Meadow

brookD

r

TrentonH

wy

LenoirCC

BUS

BUS70

70

MtVernonPark

Dr

FergusonLn

SR 1383Mary Beth Rd

109

41

40

12

42

11 13 1445

29 36

4330

8

7

SR 1351Old Asphalt Rd

170 170 170

170

172 202

152

230

210

84204

152 275

124SR 1342

Will Baker Rd

SR 1900Collier Loftin Rd

130220124

94

22

SR1552

HillcrestR

d

74

70

5825811

2040 AVERAGE ANNUALDAILY TRAFFIC

BUILD ALTERNATIVE S-2AE(Shallow Bypass) SHEET 1 OF 1

Scenario E1Horizon Year

140

A

E

LOCATION MAP

L E G E N D

N

NOT TO SCALE

COUNTY: Lenoir

TIP: R-2553

DATE: November 7, 2016PREPARED BY: Parsons Brinckerhoff

LOCATION: US 70from west of NC 903 in La Grangeto east of Old US 70 in DoverPROJECT: US 70 Kinston Bypass

DIVISION: 2

WBS: 34460

( d, t )PM

DK

### Vehicles Per Day (VPD) in 100s 1- Less than 50 VPD X Movement Prohibited

RoadwayFuture Interchange

K Design Hour Volume PercentagePM PM Peak PeriodD Peak Hour Directional Splità Indicates Direction of D(d,t) Duals, TT-STs (%)

SussexSt

258

A St

Sand Clay Rd

SheffieldD

rW

almartD

r

632

35

334

38

5

200

ShoppingC

enterDr

Pinelawn

Cem

eteryD

r

SR 2021Smithfield Way

220

30

SR 1546Banks School Rd

SR1548

HillFarm

Rd

SR

2003IndustrialD

r

39

290

84142

Ruby

Tuesday

C.F.H

arveyPkw

y

148

SR 2032Sanderson

Way

70385

11

58

SR1357

Meadow

brookD

r

TrentonH

wy

LenoirCC

BUS

BUS70

70

MtVernonPark

Dr

FergusonLn

SR 1383Mary Beth Rd

109

41

40

12

42

11 13 1445

29 36

4330

8

7

SR 1351Old Asphalt Rd

290 202 202

271

120

188

164138

174

95204

2954 270

124SR 1342

Will Baker Rd

SR 1900Collier Loftin Rd

134170 172

190

25

SR1552

HillcrestR

d

125

70

5825811

2040 AVERAGE ANNUALDAILY TRAFFIC

BUILD ALTERNATIVE P-3ABD(Shallow Bypass) SHEET 1 OF 1

Scenario E9Horizon Year

174

A

B D

LOCATION MAP

L E G E N D

N

NOT TO SCALE

COUNTY: Lenoir

TIP: R-2553

DATE: November 7, 2016PREPARED BY: Parsons Brinckerhoff

LOCATION: US 70from west of NC 903 in La Grangeto east of Old US 70 in DoverPROJECT: US 70 Kinston Bypass

DIVISION: 2

WBS: 34460

( d, t )PM

DK

### Vehicles Per Day (VPD) in 100s 1- Less than 50 VPD X Movement Prohibited

RoadwayFuture Interchange

K Design Hour Volume PercentagePM PM Peak PeriodD Peak Hour Directional Splità Indicates Direction of D(d,t) Duals, TT-STs (%)

SussexSt

258

A St

Sand Clay Rd

SheffieldD

rW

almartD

r

632

35

334

38

5

316

ShoppingC

enterDr

Pinelawn

Cem

eteryD

r

SR 2021Smithfield Way

336

64

SR 1546Banks School Rd

SR1548

HillFarm

Rd

SR

2003IndustrialD

r

39

194

104122

Ruby

Tuesday

C.F.H

arveyPkw

y

148

SR 2032Sanderson

Way

70384

11

58

SR1357

Meadow

brookD

r

TrentonH

wy

LenoirCC

BUS

BUS70

70

MtVernonPark

Dr

FergusonLn

SR 1383Mary Beth Rd

109

41

40

12

42

11 13 1445

29 36

4330

8

7

SR 1351Old Asphalt Rd

194 194 194

272

140

188

182210

210

95206

29 272

124SR 1342

Will Baker Rd

SR 1900Collier Loftin Rd

130220 190

198

25

5

SR1552

HillcrestR

d

70

5825811

2040 AVERAGE ANNUALDAILY TRAFFIC

BUILD ALTERNATIVE P-2AD(Shallow Bypass) SHEET 1 OF 1

Scenario E8Horizon Year

54

A

D