DPWH Minimum Test Requirements

8/7/2019 DPWH Minimum Test Requirements

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SCHEDULE OF MINIMUM REQUIREMENTS

GOVERNING ITEMS OFWORK OF THE DPWH '

STANDARD SPECIFICATIONSFOR HIGHW A y ~ B R I D G E S ~

AND AIRPORTS1998

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Schedule of Minimum Test Requirements Governing Items of Work of the DPWH Standard Specifications

Fo r Highways, Bridges and Airports, 1988 (VOLUME II)

PART C - EARTHWORK

Item 100 - Clearing and GrubbingTests: None

Item 101 - Removal o f Structures and ObstructionTests: None

Item 102 - ExcavationTests:

For every 1500 m3 or fraction thereof:1 - G, Grading Test1 - P, Plasticity Test (LlL, PL, PI)1 - C, Laboratory Compaction Test

For every 150 mm layer in uncompaction depth1 - D, Field Densitv

Item 104 - EmbankmentTests:

For every 1500 m 3 or fraction thereof:1 - G, Grading Test1 - P, Plasticity Test (L1L, PL, PI)1 - C, Laboratory Compaction Test

For each 500 m2 of each layer of compacted fill or fraction thereof at least one group of three In - Situ densitytests. The layers shall be placed not exceeding 200 mm in loose measurement or b a s ~ don the result of compactiontrials.

Item 105 - Subgrade PreparationTests:

For every 1500 m 3 or fraction thereof:1 - G, Grading Test1 - P, Plasticity Test (L1L, PL, PI)1 - C, Laboratory Compaction Test

Item 106 - Compaction EquipmentTests:

For every 1500 m 3 or fraction thereof1 - G, Grading Test1 - P, Plasticity Test (LlL, PL, PI)1 - C, Laboratory Compaction Test

Item 107 OverhaulTests: None

PART D - SUBBASE AND BASE COURSE

Item 200 - Aggregate Subbase Course

Tests:For every 300 m 3 or fraction thereof:

1 - G, Grading Testt..- 1 - P, Plasticity Test (LlL, PL, PI)

For every 1500 m 3 or fraction thereof:1 - C, Laboratory Compaction Test

For every 2500 m 3 or fraction thereof:1 - CBR, California Bearing Ratio Test

For every layer of 150 mm of compacted depth I based on the results of compaction trials.At least one group of three in - situ density tests for each 500 01 2 or fraction thereof.

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Item 201 - Aggregate Base Course Tests:

For every 300 m 3 or fraction thereof:1 - G, Grading Test1 - P, Plasticity Test (LlL, PL, PI)

For every 1500 m 3 or fraction thereof:1 - Q, Quality Test (Grading, Plasticity and Abrasion)1 - C, Laboratory Compaction Test

For every layer of 150 mm of compacted depth / based on the results of compaction trials.At least one group of three in - situ density tests for each 500 m 2 or fraction thereof.

Item 202 - Crushed Aggregate Base CourseTests:

For every 300 m 3 or fraction ~ h e r e o f :1 - G, Grading Test1 - P, Plasticity Test (LlL, PL, PI)

For every 1500 m 3 or fraction thereof:1 - F, Fractured Face

Item 203 - Lime Stabilized Road Mix Base CourseAmount of Lime to be added:3 to 12 mass percent of dry soil aggregatt

Tests:A Soil Aggregate

For every 300 m 3 or fraction thereof:1 - G, Grading Test1 - P, Plasticity Test (LlL, PL, PI)For every 1500 m 3 or fraction thereof:1 - Q, Quality Test (Grading, Plasticity and AbraSion)

B. Mix For every 300 m 3 or fraction thereof: 1 - C, Laboratory Compaction Test 1 - UC, Unconfined Compression Test 1 - CBR, California Bearing Ratio Test

C. Compacted Base CourseFor every layer to 150 mm compacted depth1 - D, Field Density Test for every 150 m or fraction thereof1 - T, Thickness determination for every 150 m or fraction thereof

D. Hydrated Lime For every 100 t or fraction therof: 1 - Q, Quality Test

Item 204 - Portland Cement Stabilized Road Mix Base Course AmountAmount of Cement to be added:6 to 10 mass of dry soil aggregate

Tests:A Soil Aggregate

For every 300 m 3 or fraction thereof:1 - G, Grading Test1 - P, Plasticity Test (LlL, PL, PI)

For every 1500 m3

0r fraction thereof:1 - Q, Quality Test (Grading, Plasticity and Abrasion)B, Cement

1 - Q, Quality Test for every 2000 bags or fraction thereofC. Water

1 - Q, Quality TesUProject Engineer's Certificate D. Mix

For every 300 m 3 or fraction thereof: 1 - C, Laboratory Compaction Test 1 - UC, Unconfined Compression Test 1 - CBR, California Bearing Ratio Test

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E. Compacted Base C o ~ r s eFor every layer to 150 mm compacted depth:1 - D, Field Der.sity Test for every 150 m or fraction thereof1 - T, Thickness determination for every 150 m or fraction thereof

Item 205 - Asphalt Stabilized Road Mix Base Course Amount of Asphalt to be added: 4 to 7 mass of dry soil aggregate

Tests:

A. Soil Aggregate . For every 300 m 3 or fraction thereof 1 - G, Grading Test 1 - P, Plasticity Test (LlL, PL, PI) For every 1500 rn 3 or fraction thereof: 1 - Q, Quality Test (Grading, Plasticity and Abrasion)

Emulsified Asphalt:1 - Q, QualityTest for every 40 t or 200 drums or fraction thereof

B. Mix For every 300 m 3 orfraction thereof: 1 - C, Laboratory Compaction Test 1 - UC, Unconfined Compression Test 1 _. CBR, California Bearing Ratio Test

C. Compacted Base Course

For every layer to 150 mOl compacted depth:1 - D, Field Density Test for every 150 m or fraction thereof1 - T, Thickness determination for every 150 m or fraction thereof

Item 206 - Portland Cement Treated Plant Mix Base CourseAmount of Cement to be added:6 to 10 mass% of dry soil aggregate

A. Soil Aggregate For every 300 m 3 or fraction thereof: 1 - G, Grading Test 1 - P, Plasticity Test (LlL, PL, PI) For every 1500 m 3 or fraction thereof: 1 - Q, Quality Test (Grading, Plasticity and Abrasion)

B. Portland CementTests:

For every 2000 bags or fraction thereof: 1 - Q, Quality Test

C. Water 1 - Q, Quality TesUProject Engineer's Certificate

D. Mix For every 300 m 3 or fraction thereof: 1 - C, Laboratory Compaction Test 1 - UC, Unconfined Compression Test 1 - CBR, California Bearing Ratio Test

E. Compacted Base CourseFor every layer to 150 mm compacted depth:

1 - D, Field Density Test for every 150 m or fraction thereof1 - T, Thickness determination for every 150 m or fraction thereof

Item 207 - Aggregate StockpileTests: Same as the specifi'ed Item No. of the Specifications

PART E - SURFACE COURSE

Item 300 - Aggregate Surface CourseTests:For every 300 m 3 or fraction thereof:

1 - G, Grading Test

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1 - p, Plasticity Test (Lll, Pl , PI)

For every 1500 m 3 or fraction thereof: 1 - Q, Quality Test (Grading, Plasticity and Abrasion)

For every layer of 150 mm of compacted depth / based on the results of compaction trials

At least one group o,f three in - situ density tests for each 500 m2 or fraction thereof.For Crushed Gravel or Crushed Stone, 1500 m 3 or fraction thereof

1 - F, Fractured Face

Item 301 - Bituminous Prime CoatQuantity: 1 to 2 Llm 2Tests: 1 - Q, Quality Test for every 40 t or 200 drums

Item 302 - Bituminous Tack CoatQuantity: 0.2 to 0.7 Um 2Tests: 1 - Q, Quality Test for every 40 t or 200 drums

Item 303 - Bituminous Seal CoatA. Bituminous Materials

Quantity: 0.2 to 1.5 Llm2 Tests: 1 - Q, Quality Test for every 40 to r 200 drums

B. Cover Aggregates Quantity: From 5 to 14 kg/m2 Tests: For every 75 m3/200 kg or fraction thereof:

1 - G, Grading Tests

Item 304 - Bituminous Surface TreatmentA. Aggregates

Quantity:USing Cut - Back Asphalt or Asphalt Cement - 13.6 to 38.0 kg/m 2Using Emulsified Asphalt - 13.6 to 19.04 kg/m2

Tests:For every 75 m 3 / 200 kg or fraction thereof:

1 - G, Grading Test1 - P, Plasticity Test (L1L, PL, PI)

For every 1500 m 3 or fraction thereof:

1 - Q, Quality Test (Grading, Plasticity and Abrasion, Stripping and Bulk Specific Gravity)1 - F, Fractured FaceB. Bituminous Materials

Quantity: . Using Cut...: Back Asphalt or Asphalt Cement - 1.58 to 2.04 Llm 2

Tests: 1 - Q, Quality Test for every 40 to r 200 drums

Item 305 - Bituminous Penetration Macadam PavementA. Aggregates

Quantity: 1. Using Asphalt Cement or Rapid Curing

Coarse (Crushed) ----------------- 90 kg / m 2 Key (Crushed) ( 13 & 11 ) 24 kg / m 2 Cover (Crushed or screened) 8 kg / m2

2. Using Emulsified /,sphalt Coarse (Crushed) ----------------- 90 kg / m2 Choker (Crushed) 10 kg / m2 Key (Crushed) (10 & 8) 18 kg I m 2 Cover (Crushed or Screened) 8 kg / m 2

Tests:For every 75 m 3 / 200 kg a fraction thereof:

1 - G, Grading les t1 - P, Plasticity Test (LL, PL, PI)

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For every 1500 m 3 or fraction thereof:1 - Q, Quality Test (Grading, Plasticity and Abrasion, Stripping and Bulk Specific Gravity)1 - F, Fractured Face

B. Bituminous Materials Quantity: 7.2 to 11 Lfm2 Tests: 1 - Q, Quality Test for every 40 to r 200 drums

Item 306 - Bituminous Road Mix Surface CourseA. Aggregates

Quantity:Using Cut - Back Asphalt or Asphalt Cement - 13.6 to 38.0 kg/mcUsing Emulsified Asphalt - 13.6 to 19.04 kgfm 2

Tests:For every 75 m 3 1200 kg or f-action thereof:

1 - G, Grading Te",t 1 - P, Plasticity Test (:"'L, PL, PI)


B. Bituminous Materials Quantity:

1. Using Cut - Back Asphalt - 4.5 to 7.0 m2SS % of total dry aggregate2. Using Emulsified Asphalt - 6.0 to 10.0 mass % of total dry aggregate

Tests: 1 - Q, Quality Test for every 40 to r 20 0 drums

C. Mix Tests: For every 75 m 3 f 130 t or fraction thereof:

1 - G, Grading Test 1 - Ext., Extraction 1 - Sty., Stability 1 - C., Laboratory Compaction

D. Hydrated Lime For every 100 t or fraction thereof: Tests: 1 - Q, Quality Test

E. Compacted Pavement For each full day's operation: Tests:

D & T (Density and Thickness Tests) - at Least one (1) but note more than three (3) samples

shall be taken.

Item 307 - Bituminous Plant - Mix Surface Course - GeneralA. Aggregates

Tests: For every 75 m 3 1 200 kg or fraction thereof:

1 - G, Grading Test 1 - P, Plasticity Test (LL, PL, PI)

For every 1500 m 3 or fraction thereof:1 - Q, Quality Test (Grading, Plasticity and Abrasion, Stripping and Bulk Specific Gravity)1 - F, Fractured FCilce

B:tuminous Materials Quantity: 5.0 to 8.0 mass % of total dry aggregate Tests: 1 - Q, Quality Test for every 40 t or 200 drums

B. Mix Tests: For every 75 m 3 f 130 t or fraction thereof:


C. Hydrated Lime For every 100 t or fraction thereof: Tests: 1 - Q, Quality Test

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D. MineralFiller ,Tests: For every 75 m 3 or fraction thereof:

1 - G & P, Grading and Plasticity Tests (LL. PL. PI) F. Compacted Pavement

For each full day's operation: Tests:

D & T (Density and Thickness Tests) - at Least one (1) but note more than three (3) samrlesshall be taken.

Item 308 - Bituminous Plant - Mix Surface Course, Cold - LaidA. Aggregates

Tests: For every 75 m 3 / 20 0 kg or fraction thereof: 1 - G, Grading Test 1 - P, Plasticity Test (LL, PL, PI)

For every 1500 m 3 or fraction thereof:1 - Q, Quality Test (Grading, Plasticity and Abrasion, Stripping and Bulk Spec,;lc Gravity)1 - F, Fractured Face


1. Using Cut - Back Asphalt - 4.5 to 7.0 mass % of total dry aggregate2. Using Emulsified Asphalt - 6.0 to 10.0 mass % of total dry aggregate

Tests: 1 - Q, Quality Test for every 40 t or 200 drumsC. Mix

Tests: For every 75 m 3 / 13 0 t or fraction thereof:


D. Hydrated Lime For every 10 0 t or fraction thereof: Tests: 1 - Q, Quality Test

E. Mineral Fi llerTests: For every 75 m 3 or fraction thereof:

1 - G & P,Grading and Plasticity Tests (LL, PL, PI) F. Compacted Pavement


D & T (Density and Thickness Tests) - at Least one (1) but note more than three (3) samplesshall be taken.

, .Item 309 - Bituminous Plant - Mix (Stockpile Maintenance Mixture)

A. Aggregates Tests: For every 75 m 3 / 200 kg or:raction thereof:

1 - G, Grading Test 1 - P, Plasticity Test (LlL, PL, PI)


B. Bituminous Materials Quantity: 3. USing Cut - Ba,::k Asphalt - 4.5 to 7.0 mass % of total dry .3ggregate4. Using Emulsified Asphalt - 6.0 to 10.0 mass % of total dry aggregate

Tests: 1 - Q, Quality Test for every 40 t or 200 drums

C. Mix Tests: For every 75 m 3 / 13 0 t or fraction thereof:

1 - G, Grading Test 1 - Ext., Extraction 1 - Sty., Stability

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1 - C., Laboratory CompactionD. Hydrated Lime

For every 100 t or fraction thereof: Tests: 1 - Q, Quality Test

E. Mineral FillerTests: For every 75 m 3 or fr3ction thereof:

1 - G & P, Grading and Plasticity Tests (LL, PL, PI) F. Compacted Pavement


D & T (Density and Thickness Tests) - at Least one (1) but note more than three (3) samples

shall be taken.

Item 31 0 - Bituminous Concrete Surface course, Hot - LaidA. Aggregates

Tests: For every 75 m 3 / 200 kg or fraction thereof:

1 - G, Grading Test 1 - P, Plasticity Test (UL, PL, PI)



5.0 to 8.0 mass % of total dry aggregate Tests: 1 - Q, Quality Test for every 40 t or 200 drums

C. Mix Tests: For every 75 m 3 / 130 t or fraction thereof:


D. Hydrated Lime For every 100 t or fraction thereof: Tests: 1 - Q, Quality Test

E. Mineral FillerTests: For every 75 m 3 or fraction thereof:

1 - G & P, Grading and Plasticity Tests (LL, PL, PI) F. Compacted Pavement

For each full day's operation: Tests: '

D & T (Density and Thickness Tests) - at Least one (1) but note more than three (3) samplesshall be taken.

Item 311 - Portland Cement Concrete PavementA. Cement

Quality: 9.00 bags m 3 (40 kg/bag) Tests: For every 2000 bags or fraction thereof

1 - Q, Quality testB. Fine Aggregate

Quantity: 1. 0.50 m 3 / m 3 concrete ( if rounded coarse aggregate is used)2. 0.54 m 3 / m 3 concrete ( if angular coarse aggregate is used)

Tests: For every 1500 m 3 or fraction thereofa. For a source not yet tested, or failed in previous quality test:

1 - Q, Quality Test for: Grading, Elutriation (Wash), Bulk Specific Gravity Absorption, MortarStrength, Soundness, Organic Impurities, Unit Weight, % Clay Lumps alld Shale.

b. For a source previously tested and passed quality test:

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1 - Q, Quality T e s ~for: Grading, Elutriation (Wash), Bulk Specific Gravity, Absorption. MortarStrength)

For every 75 m 3 or fraction thereof:1 - G, Grading Test

C. Coarse AggregateQuantity:

1. 0.77 m 3 / m 3 concrete ( if rounded coarse aggregate is used)2. 0.68 m 3 / m 3 concrete ( if angular coarse aggregate is used)

Tests: For every 1500 m 3 or fraction thereof:

a. For a source previously tested and passed quality test:1 - Q, Quality Test for: Grading, Bulk Specific Gravity, Absorption. Abrasion. Soundness and

Unit Weight

b. For a source previously tested and passed quality test:1 - Q, Quality Test for: Grading, Bulk Specific Gravity, Absorption, Abrasion


D. WaterTests: 1 - Certificate from Project Engineer or

1 - Q, Quality Test, if source is questionableE. Joint Filler

1. Poured Joint FillerTests: 1 - Q, Quality Test on each type of ingredient for each shipment

2. Premolded Joint Fil:erTests: 1 - Q, Quality Test on each thickness of filler for each shipment

Special Curing AgentsTests: 1 - Q, Quality Test for each shipment

F. Steel BarsTests: For every 10,000 kg or fraction thereof for each size1 - Q, Quality Test (Bending, Tension and Chemical Analysis)

G. ConcreteTests: Flexural Strength Test on Concrete Beam

Samples: ,1 - set consisting of 3 beam samples shall represent a 330mm of pavement. 230mm depth, or fractit)n thereof placed each day. Volume of concrete not more than 75 mO.

H. Completed PavementTests: Thickness determination by concrete core drilling on a lot basis

Five (5) holes per km per lane or five (5) holes per 500 m when 2 lanes are pouredconcurrently.

PART F - BRIDGE CONSTRUCTION

Item 400 - PilingA. Timber Piles

Tests: 1 - Inspection Report for each size and shipment of TimberB. Concrete Pile

a. Concrete1. Cement

Quantity: (40 kg / bag)Class A 9.0 bags / m 3 of concreteClass B 8.0 bags / m 3 of concreteClass C 9.5 bags / m 3 of concreteClass P 11.0 bags / m 3 of concrete

Tests: For every 2000 bags or fraction thereof1 - Q, Quality Test

2. Fine AggregateQuantity: m 3 / m 3 of concrete

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For Rounded For Angulclr

Class A - - - - - - _ .. _- 0.50 0.54Class B - - - - .. _ - - - - 0.45 0.52Class C - - - - - - - - - - 0.53 0.59Class P - - - - - - - - - - 0.44 OA7

Tests: For every 1500 m 3 or fraction thereof:a. For a source not yet tested, or failed in previous quality test:

1 - Q, Quality Test for: Grading, Elutriation (Wash), Bulk Specific Gravity, Absorption, MortarStrength, Soundness, Organic Impurities, Unit Weight, % Clay' Lumps and Shale.

b. For a source previously tested and passed quality test:1 - Q, Quality Test for: Grading, Elutriation (Wash), Bulk Specific Gravity, Absorption, MortarStrength)

For every 75 m 3 or fraction thereof: 1 - G, Grading Test

3. Coarse AggregatesQuantity: m 3 I m 3 of concrete

For Rounded CA For Angular CA

Class A 0.77 0.68Class B 0.82 0.73Class C 0.70 0.68Class P 0.68 0.65

Tests: For every 1500 m 3 or fraction thereof:a. For a source previously tested and passed quality test:

1 - Q, Quality Test for: Grading, Bulk Specific Gravity, Absorption, Abrasion,Soundness and Unit Weight

b. For a source previously tested and passed quality test:1 - Q, Quality Test for: Grading, Bulk Specific Gravity, Absorption, AbrasionFor every 75 m3 or fraction thereof:1 - G, Grading Test

4. WaterTests: 1 - Q, Quality Test, if source is questionable

Certificate of Project Engineer

5. Premolded Filler for expansion jointsTests: 1 - Q, Quality Test on each thickness of filler for each shipment6. Steel Reinforcement

Tests: 1 - Q, Quality Test for every 10,000 kg or fraction thereof for each size7. Concrete

Tests: Compressive strength test on concrete cylinder samples. 1 set consisting of 3 concretecylinder samples shall be taken from each day's pouring and to represent not more than 75 m C ofconcrete or fraction thereof.

c. Reinforcing Steel Tests: Bar reinforcement for concrete for every 10,000 kg 0, ' fraction thereof for each size.

1 - Q, Quality Test for Bending, Tension and Chemical Analysis Wire and Wire Mesh

- Q, Quality Test

C. Structural PilesTests: 1 - Q, Quality Test I Mill Test Certificate

1 - IR, Inspection Report

Item 401 - RailingsA Concrete

1. Cement Quantity: (40 kg I bag)

Class C 9.5 bags I m 3 of concrete

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Tests: For every 2000 bags or fraction thereof 1 - Q, Quality Test

2. Fine Aggregate Quantity: m 3 I m 3 of concrete

For Rounded For Angular

Class C 0.53 0.59

Tests: For every 1500 m3

or fraction tllereof:a. For a source not yet tested, or failed in previous quality test:1 - Q, Quality Test for: Grading, Elutriation (Wash), Bulk Specific Gravity. Absorption MortarStrength, Soundness, Organic Impurities, Unit Weight, % Clay Lumps and Shale.

b. For a source previously tested and passed quality test:1 - Q, Quality Test for: Grading, Elutriation (Wash), Bulk Specific Gravity, Absorption Mortc:;rStrength)


3. Coarse AggregatesQuantity: m 3 I m3 of concrete

For Rounded CA For Angular CA

Class C 0.70 0.68


1 - Q, Quality Test for: Grading, Bulk Specific Gravity, Absorption, Abrasion,S o u n d n e s ~and Unit Weight


For every 75 m3 or fraction thereof:1 - G, Grading Test

4. WaterTests: 1 - Q, QLJality Test, if source is questionable


5. Premolded Filler for expansion jointsTests: 1 - Q, Quality Test on each thickness of filler for each shipment

6. Steel ReinforcementTests: 1 - Q, Quality Test for every 10,000 kg or fraction thereof for each size

7. ConcreteTests: Compressive strength test on concrete cylinder samples. 1 set consisting of 3 concretecylinder samples shall be taken from each day's pouring and to represent not more than 75 m 3 ofconcrete or fraction thereof.

B. Reinforcing Steel Tests:

A. Bar reinforcement for concrete for every 10,000 kg or fraction thereof for each size:1 - Q, Quality Test for Bending, Tension and Chemical Analysis

B. Wire and Wire Mesh 1 - Q, Quality Test

Item 402 - Timber StructuresTests:

1 - Q, Quality Test on Manufacturer's Certificate for each type of materials used1 - Inspection Report for each size and shipment of metal timber

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Item 403 - Metal StructuresTests:

1 - Q, Quality Test or Mill Test Certificate for each type of materials used1 - Inspection Report for each type and shipment of metal used

Item 404

Item405A.

B.

C.

D.

E.

Reinforcing SteelA. Bar reinforcement for concrete for every 10,000 kg or fraction thereof for each size:

1 - Q, Quality Test for Bending, Tension and Chemical Analysis B. Wire and Wire Mesh

1 - Q, Quality Test

StructuralConcrete

Cement Quantity: \40 kg I bag) Class A - - - - - - - - - - 9.0 bags I m 3 of concrete Class B - - - - - - - - - - 8.0 bags I m 3 of concrete Class C - - - - - - - - - - 9.5 bags I m 3 of concrete Class P - - - - - - - - - - 11.0 bags I m3 of concrete


Fine Aggregate Quantity: m 3 I m 3 of concrete

For Rounded For Angular

Class A 0.50 0.54 Class B 0.45 0.52 Class C 0.53 0.59 Class P 0.44 0.47


1 - Q, Quality Test for: Grading, Elutriation (Wash), Bulk Specific Gravity. Absorption, MortarStrength, Soundness, Organic Impurities, Unit Weight, % Clay Lumps and Shale.

b. For a source previously tested and passed quality test:1 - Q, Quality Test for: Grading, Elutriation (Wash), Bulk Specific Gravity, Absorption, MortarStrength) ,


Coarse Aggregates Quantity: m 3 I m 3 of concrete

For Rounded CA For Angular CA Class A 0.77 0.68 Class B 0.82 0.73 Class C 0.70 0.68 Class P 0.68 0.65





Water Tests: 1 - Q, Quality Test, if source is questionable

Certificate of Project Engineer Premolded Filler for expansion joints

Tests: 1 .:.. Q, Quality Test on each thickness of filler for each shipment

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F. Steel ReinforcementTests: 1 - Q, Quality Test for every 10,000 kg or fraction thereof for each size

G. ConcreteTests: Compress ive strength test on concrete cylinder samples. 1 set consisting of 3 concretecylinder samples shall be taken from each day's pouring and to represent not more than 75 m 3 ofconcrete or fraction thereof.

Item 406 - Prestressed Concrete StructuresA. Concrete

a. Cement

Quantity: (40 kg / bag)

Class P 11.0 bags / m 3 of concrete


b. Fine Aggregate Quantity: m 3 / m 3 of concrete

For Rounded For AngularClass P 0.44 0.47

Tests: For every 1500 m 3 or fraction thereof: For a source not yet tested, or failed in previous quality test:

1 - Q, Quality Test for: Grading, Elutriation (Wash), Bulk Specific Gravity, Absorption, MortarStrength, Soundness, Organic Impurities, Unit Weight, % Clay Lumps and Shale.

For a source previously tested and passed quality test:1 - Q, Quality Test for: Grading, Elutriation (Wash), Bulk Specif ic Gravity, Absorptiorl, MortarStrength)


c. Coarse Aggregates Quantity: m 3 / m 3 of concrete

For Rounded CA For Angular CAClass P 0.68 0.G5


a. For a source previously tested and passed quality test:1 - Q, Quality Test for: Grading, Bulk Specific Gravity, Absorption Abrasion,Soundness and Unit Weight

b. For a source previously tested and passed quality test1 - Q, Quality Test for: Grading, Bulk Specific Gravity, Absorption, AbrasionFor every 75 m 3 or fraction thereof:1 - G, Grading Test

d. WaterTests: 1 ..:. Q, Quality Test, if source is questionable


e. Premolded Filler for expansion jointsTests: 1 - Q, Quality Test on each thickness of filler for each shipment

f. Steel ReinforcementTests: 1 - Q, Quality Test for every 10,000 kg or fraction thereof for each size

f, ConcreteTests: Compressive strength test on concrete cylinder samples. 1 set consisting of 3 concretecylinder s a m p l ~ sshall be taken from each day's pouring and to represent not more than 75 m 3 ofconcrete or fraction thereof.

B. Steel Reinforcement Tests: A. Bar reinforcement for concrete for every 10,000 kg or fraction thereof for each size:

1 - Q, Quality Test for Bending, Tension and Chemical Analysis

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S'. Wire and Wire Mesh1 - Q, Quality Test

C. Wire StrandTests: 1 - Q, for every 20 t or fraction thereof

Item 407 - Concrete StructuresTests: Same Test as for Items 403, 404, 405 and 411. Elastomeric Bearing Pad will be testea to

determine its quality

Item 408 - Steel Bridges

Tests: Same Test as for Item 403 and 411.Painting:1 - Q, One 20 - L can for every 100 cans or fraction thereof or1 - Q, One 4 - L can for every 100 cans or fraction thereof

Item 409 - Welded Structural SteelTests:

1 - Q, Quality Test or Mill Test Certificate for each type of materials used1 - Inspection Report'for each type and shipment of metal used

Item 410 - Treated and Untreated TimberTests: Inspection Report for Timber

1 - Q, Quality Test for preservatives

Item 411 - PaintTests:

1 - Q, One 20 - L can for every 100 cans or fraction thereof or1 - Q, One 4 - L can for every 100 cans or fraction thereof

PART G - DRAINAGE AND SLOPE PROTECTION STRUCTURES

Item 500 - Pipe Culverts an d Storm DrainsA. Pipes

Tests:1 - Pipe for every 50 pieces: Strength, Absorption and Dimension

Alternative Requirement:1 - set consisting of 3 concrete cylinder samples for not more than 25 pipes cast in the fieldand1 - Inspection Report for each size for not more than 25 pipes cast in the field

B. Mortar for JointTests:

A. CementQuantity: (40 kg I bag)Class A - - - - - - - - - 9.0 bags I m 3 of concreteClass B - - - - - - - - - 8.0 bags I m 3 of concreteClass C - - - - - - - - - 9.5 bags I m 3 of concreteClass P - - - - - - - - - 11.0 bags I m 3 of concrete


B. Fine AggregateQuantity: m 3 I m 3 of concrete

For Rounded For AngularClass A - - - - - - - - - - 0.50 0.54




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C. WaterTests: 1 - Q, Quality Test, if source is questionable

Certificate o f Project Engineer

Item 5 0 1 - UnderdrainsA. Concrete Pipe (Non - Reinforced)

Tests: 0.5% of the number of pipes of each size but not less than 2, for strength. absorption anddimension

Alternative Requirement:1 - set consisting of 3 concrete cylinder samples for not more than 25 pipes cast in thefield and

1 - Inspection Report for each size for not more than 25 pipes cast in the fieldB. Clay Pipe

Tests:1 - Pipe for every 200 pieces each size, with a minimum of 2 specimens for strength,absorption and dimension

Item 502 - Manholes, Inlets and Catch BasinsA. Concrete

a. Cement Quantity: (40 kg I bag) Class A 9.0 bags I m 3 of concrete


b. Fine Aggregate Quantity: m 3 I m 3 of concrete

For Rounded For AngularClass A 0.50 0.54


1 - Q, Quality Test for: Grading, Elutriation (Wash), Bulk Specific Gravity, Absorption, MortarStrength, Soundness, OrganiC Impurities, Unit Weight, % Clay Lumps and Shale.

For a source previously tested and passed quality test:1 - Q, Quality Test for: Grading, Elutriation (Wash), Bulk Specific Gravity, Absorption, MortarStrength)


, .c. Coarse AggregatesQuantity: m 3 I m 3 of concrete

For Rounded CA For Angular CA Class A 0.77 0.68

Tests: For every 1500 m 3 or fraction thereof: For a source previous!y tested and passed quality test:

1 - Q, Quality Test for: Grading, Bulk Specific Gravity, Absorption, Abrasion, Soundness andUnit Weight

For a source previously tested and passed quality test: 1 - Q, Quality Test for: Grading, Bulk Specific Gravity, Absorption, Abrasion

For every 75 m 3 or fraction thereof: 1 - G, Gra(Jing Test

d. WaterTests: 1 - Q, Quality Test, if source is questionable


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f. Steel ReinforcementTests: 1 - Q, Qua!ity Test for every 10,000 kg or fraction thereof for each size

Tests: Compressive strength test on concrete cylinder samples. 1 set consisting of 3 concrete cylindersamples shall be taken from each day's pouring and to represent not more than 75 m 3 of concrete orfraction thereof.

B. Lids, Cast Iron Frames and Grating

Tests: Inspection ReportItem 503 Cleaning and Reconditioning

Existing Drainage StructuresTests: Inspection Report

Item 504A.

Riprap and Grouted StoneCement

Quantity: (40 kg I bag)Class A - - - - - - - - -Class B - - - - - - - - -Class C - - - - - - - - -Class P - - - - - - - - -

9.0 bags I m 3 of concrete8.0 bags I m 3 of concrete9.5 bags I m 3 of concrete11.0 bags I m3 of concrete

Tests: For every 2000 bags or fraction thereof'1 - Q, Quality Test


For Rounded For AngularClass A 0.50 0.54Class B 0.45 0.52Class C 0.53 0,59Class P 0.44 0.47

Tests: For every 1500 m 3 or fraction thereof:a, For a source not yet tested, or failed in previous quality test:


b, For a source previously tested and passed quality test:1 - Q, Quality Test for: Grading, Elutriation (Wash), Bulk Specific Gravity, Absorption, MortarStrength)


C. Coarse AggregatesQuantity: m 3 I m 3 of concrete

For Rounded CA For Angular CAClass A 0.77 0.68Class B 0.82 0.73Class C 0.70 0.68Class P 0.68 0.65





D. WaterTests: 1 - Q, Quality Test, if source is questionable

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1 - Q, Quality Test for: Grading, Elutriation (Welsh), Bulk Srecific Gravity, Absorption, MortarStrength) ,


3. Coarse Aggregates Quantity: m 3 I m3 of concrete



1 - Q, Quality Test for: Grading, Bulk Specific Gravity, Absorption, Abiasion,Soundness and Unit Weight

b. For a source previously tested and passed quality test:1 - Q, Quality Test for: Grading, Bulk Specific Gravity, Absorption, Abr2sionFor every 75 m 3 or fraction t h e r e o f : '1 - G, Grading Test

4. WaterTests: 1 - Q, Quality Test, if sowce is questionable

Certificate of Project Engineer5. Premolded Filler for expansion joints

Tests: 1 - Q, Quality Test on each thickness of filler for each shipment

6. Steel ReinforcementTests: 1 - Q, Quality Test for every 10,000 kg or fraction thereof for each size

7. ConcreteTests: Compressive strength test on concrete cylinder samples. 1 set consisting of 3 concretecylinder samples shall be taken from each day's pouring and to represent not more than 75 m 3 ofconcrete or fraction thereof.

C. Steel Sheet PilesTests:


Item 508 - Concrete Slope ProtectionA. Bed Course


1 - G, Grading Test1 - P, Plasticity Test (LlL, PL, PI)

For every 1500 m 3 or fraction thereof:1 - C, Laboratory Compaction Test

For every 2500 m3 or fraction thereof:1 - CBR, California Bearing Ratio Test

For every layer of 150 mm of compacted depth / based on the results of compaction trials.At least one group of three in - situ density tests for each 500 m 2 or fraction thereof.

B. Steel ReinforcementA. Bar reinforcement for concrete for every 10,000 kg or fraction thereof for each size:

1 - Q, Quality Test for Bending, Tension and Chemical Analysis

B. Wire and Wire Mesh 1 - Q, Quality Test

C. Concrete

1 ~ 5


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A. CementQuantity: (40 kg I bag)Class A 9.0 bags I m 3 of concreteClass B 8.0 bags I m 3 of concreteClass C 9.5 bags I m 3 of concreteClass P 11.0 bags I m 3 of concrete



For Rounded For AngularClass A 0.50 0.54Class B 0.45 0.52Class C 0.53 0.59Class P 0.44 0.47



b. For a source previously tested and passed quality test:

1 - Q, Quality Test for: Grading, Elutriation (Wash), Bulk Specific Gravity, Absorption, MortarStrength)For every 75 m 3 or fraction thereof:1 - G, Grading Test

C. Coarse AggregatesQuantity: . m 3 I m 3 of concrete



1 - Q, QUe,lityTest for: Grading, Bulk Specific Gravity, Absorption, Abrasion,Soundness and Unit Weight

b. For a source previously tested and passed quality test:1 - Q, Quality Test for: Grading, Bulk Specific Gravity, Absorption, AbrasionFor every 75 m 3 or fraction thereof:1 - G, Grading Test

D. WaterTests: 1 - Q, Quality Test, if source is questionable


E. Premolded Filler for expansion joints. Tests: 1 - Q, Quality Test on each thickness of filler for each shipment

F. Steel ReinforcementTests: 1 - Q, Quality Test for every 10,000 kg or fraction thereof for each size

H. ConcreteTests: Compressive strength test on concrete cylinder samples. 1 set consisting of 3 concretecylinder samples shall be taken from each day's pouring and to rerresent not more tholn 75 m 3 cfconcrete or fraction thereof.

item 509 - GabionsTests: 1 - Q, Quality Test for each shipment

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PART H - MISCELLANEOUS STRUCTURES

Item 600 - Curb an d / or GutterA. Concrete

Quantity: 0.078 m 3 / m (Curb Only) 0.092 m 3 / m (Curb and Gutter, __ )_ _ m3 / m (Curb and Gutter, ~__ m3 / m (Curb and Gutter, ~

Tests:a. Cement Quantity: (40 kg / bag) Class A - - - - - - - - - - 9.0 bags / m 3 of concrete Class B - - - - - - - - - - 8.0 bags / m 3 of concrete Class C - - - - - - - - - - 9.5 bags / m 3 of concrete Class P - - - - - - - - - - 11.0 bags / m 3 of concrete Tests: For every 2000 bags or fraction thereof

1 - Q, Quality Test

b. Fine Aggregate Quantity: m 3 / m3 of concrete

For Rounded For AngularClass A 0.50 0.54

Class B 0.45 0.52Class C 0.53 0.59Class P 0.44 0.47



For a source previously tested and passed quality test:1 - Q, Quality Test for: Grading, Elutriation (Wash), Bulk Specific Gravity. Absorption, MortarStrength)


c. Coarse Aggregates Quantity: m 3 / m 3 of concrete


Tests: For every 1500 m 3 or fraction thereof:a. For a source previously tested and passed quality test


b. For a source previously tested and passed quality test:1 - Q, Quality Test for: Grading, Bulk Specific Gravity, Absorption, AbrasionFor every 75 m 3 or fraction thereof:1 .:.. G, Grading Test



e. Premolded Filler for expansion jointsTests: 1 -'- Q, Quality Test on each thickness of filler for each shipment


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g. ConcreteTests: Compressive strength test on concrete cylinder samples. 1 set c o n s i s l ~ n gof 3 concretecylinder samples shall be taken from each day's pouring and to represent not more than 75 m 3 ofconcrete or fraction thereof.

B. Joint Filler Tests: 1. Poured Joint Filler

Tests: 1 - Q, Quality Test on each type of ingredient for each shipment2. Premolded Joint Filler

Tests: 1 - Q, Quality Test on each thickness of filler for each shipment

Item 602 - SidewalkA. Concrete

a. Cement Quantity: (40 kg I bag) Class A - - - - - - - - - - 9.0 bags I m 3 of concrete Tests: For every 2000 bags or fraction thereof

1 - Q, Quality Testb. Fine Aggregate

Quantity: m 3 / m3 of concrete For Rounded For Angular

Class A 0.50 0.54

Tests: For every 1500 m3 or fraction thereof: For a source not yet tested, or failed in previous quality test:

1 - Q, Quality 1 est for: Grading, Elutriation (Wash), Bulk Specific Gravity, Absorption, MortarStrength, Soundness, Organic Impurities, Unit Weight, % Clay Lumps and Shale.


For every 75 m3 or fraction thereof: 1 - G, Grading Test

c. Coarse Aggregates Quantity: m 3 / m3 of concrete

For Rounded CA For Angular CAClass A 0.77 0.68

Tests: For every 1500 m 3 or fraction thereof: For a source previously tested and passed quality test:

1 - Q, Quality Test for: Grading, Bulk Specific Gravity, Absorption, Abrasion, Soundness andUl1itWeight

For a source previously tested and passed quality test:1 - Q, Quality Test for: Grading, Bulk Specific Gravity, Absorption, AbrasionFor every 75 m 3 or fraction t h e r e o f : ,1 - G, Grading Test

d. WaterTests: 1 - Q. Quality Test, if source is questionable


e. Premolded Filler for expansion jOintsTests: 1 - Q. Quality Test on each thickness of filler for eBch shipment


g. Concrete .Tests: Compressive strength test on concrete cylinder samples. 1 set consisting of 3 concretecylinder samples shall be taken from each day's pouring and to represent not more than 75 m 3 ofconcrete or fraction thereof.

B. Premolded Expansion Joint Filler Tests: 1 - Q. Quality Test on each thickness of filler for each shipment

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Item 602 - Monuments, Markers an d Guide PostsA. Concrete

a. Cement Quantity: (40 kg / bag) Class A - - - - - - - - - - 9.0 bags / m 3 of concrete Class B - - - - - - - - - - 8.0 bags / m 3 of concrete Class C - - - - - - - - - - 9.5 bags / m 3 of concrete Class P - - - - - - - - - - 11.0 bags / m 3 of concrete Tests: For every 2000 bags or fraction thereof

1 - Q, Quality Test

b. Fine AggregateQuantity: m 3 / m 3 of concrete

For Rounded For AngularClass A - - - - - - - - .. .. 0.50 0.54Class B - - - - - - - - .. .. 0.45 0.52Class C - - - - - - - - - - 0.53 0.59

Class P - - - - - - - - - - 0.44 0.47 Tests: For every 1500 m 3 or fraction thereof:

For a source not yet tested, or failed in previous quality test:1 - Q, Quality Test fqr: Grading, Elutriation (Wash), Bulk Specific Gravity, Absorption, MortarStrength, Soundness, Organic Impurities, Unit Weight, % Clay Lumps and Shale.

For a source previously tested and passed quality test:1 - Q, Quality Test for: Grading, Elutriation (Wash), Bulk Specific Gravity, Absorption, MortarStrength) ,


c. Coarse Aggregates Quantity: m 3 I m 3 of concrete


Tests: For every 1500 m3

or fraction thereof: For a source previously tested and passed quality test:1 - Q, Quality Test for: Grading, Bulk Specific Gravity, Absorption, Abrasion, Soundness and

Unit Weight For a source previously tested and passed quality test:

1 - Q, Quality Test for: Grading, Bulk Specific Gravity, Absorption, AbrasionFor every 75 m 3 or fraction thereof:

1 - G, Grading Test d. Water

Tests: 1 - Q, Quality Test, if source is questionable Certificate of Project Engineer



g. ConcreteTests: Compressive strength test on concrete cylinder samples. 1 set consisting of 3 concretecylinder samples shall be taken from each day's pouring and to represent not more than 75 m 3 ofconcrete or fraction thereof.

B. Reinforcing Steel Tests: a. Bar reinforcement for concrete for every 10,000 kg or fraction thereof for each size:

1 - Q, Quality Test for Bending, Tension and Chemical Analysisb. Wire and Wire Mesh

1 - Q, Quality Test

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C.

D.

Item 603

A.

B.

C.

Timber Tests: Inspection Report for Timber

1 - Q, Quality Test for preservatives Paint

Tests: 1 - Q, One 20 - L can for every 100 cans or fraction thereof or 1 - Q, One 4 - L can for every 100 cans or fraction thereof

Guardrail

Steel PostsTests:


Timber Posts Tests: Inspection Report for Timber

1 - Q, Quality Test for preservatives Concrete Tests: a. Cement

Quantity: (40 kg I bag) Class A - - - - - - - - - - 9.0 bags I rn J of concrete Class B - - - - - - - - - - 8.0 bags I [1)3 of concrete Class C - - - - - - - - - - 9.5 bags / [ 1 ) ' of concrete

Class P - - - - - - - - - - 11.0 bags I [1)3 of concrete Tests: For every 2000 bags or fraction thereof

1 - Q, Quality Testb. Fine Aggregate

Quantity: m 3 / m 3 of concrete For Rounded For Angular

Class A - - - - - - - - - - 0.50 0.54 Class B - - - - - - - - - - 0.45 0.52, ClassC - - - - - - - - - - 0.53 0.59 Class P - - - - - - - - - - 0.44 0.47






For Rounded CA For Angular CA Class A 0.77 0.68 ' Class 8 0.82 0.73 Class C 0.70 0.68 Class P 0.68 0.65

Tests: For every 1500 m 3 or fraction thereof: For a source previously tested and passed quality test:

1 - Q, Quality Test for: Grading, Bulk Specific Gravity, Absorption, Abrasloll, Soundness andUnit Weight

For a source previously tested and passed quality test: 1 - Q, Quality Test for: Grading, Bulk Specific Gravity, Absorption, Abrasion For every 75 rr,3 or fraction thereof: 1 - G, Grading Test



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e. Premolded Filler for expansion jOintsTests: 1 - Q, Quality Test on each thickness of filler for each shipment


g. ConcreteTests: Compressive strength test on concrete cylinder samples. 1 set consisting of ::I concretecylinder samples shall be taken from each day's pouring and to represent not more than 15 m J ofconcrete or f r ~ c t i o nthereof.

D. Reinforcing SteelTests: 1 - Q, Quality Test for every 10,000 kg or fraction thereof for each size

E. Rail Tests: Inspection Report

F. PaintTests:

1 ~ Q, One 20 - L can for every 100 cans or fraction thereof or1 - Q, One 4 - L can for every 100 cans or fraction thereof

Item 604 - FencingA. Barbed Wire, Chain Link Fabric

Tests: 1 - Q, Quality Test B. Concrete Post

a. Cement

Quantity: (40 kg I bag) Class A 9.0 bags I m3 of concrete Class B B.O bags I m3 of concrete Class C 9.5 bags I m 3 of concrete Class P 11.0 bags I m3 of concrete


b. Fine Aggregate Quantity: m 3 I m3 of concrete






c. Coarse Aggregates'

Quantity: . m3 I

m3

of concrete For Rounded CA For Angular CACia .. A 0,77 O.elSClassB - - - - - - - - - - 0.82 0.73ClassC - - - - - - - - - - 0.70 0.68ClassP - - - - - - - - - - 0.68 0.65

Tests: For every 1500 m ~or fraction thereof: For a source previously tested and passed quality test:

1 - Q, Quality Test for: Grading, Bulk Specific Gravity, Absorption, AbraSion. Soundness andUnit Weight

For a source previously tested and passed quality test:1 - Q, Quality Test :or: Grading, Bulk Specific Gravity, Absorption, Abrasion

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d. WaterTests: 1 - Q , Quality Test, if source is questionable

Certificate of Project Engineere. Premolded Filler for expansion jOints

Tests: 1 - Q, Quality Test on each thickness of filler for each shipmentf. Steel Reinforcement

Tests:A. Bar reinforcement for concrete for every 10,000 kg or fraction thereof for each size:

1 - Q, Quality Test for Bending, Tension and Chemical AnalysisB. Wire and Wire Mesh

1 - Q, Quality Testg. Concrete

Tests: Compressive strength test on concrete cylinder samples. 1 set consisting of 3 concretecylinder samples shall be taken from each day's pouring and to represent not more than 75 m 3 ofconcrete or fraction thereof.

Item 605 - Road SignTests: Inspection Report

Item 606 ~ Pavement MarkingsTests: 1 - Q. Ol,le 20 - L can for every 100 cans or fraction thereof or

1 - Q, One 4 - L can for every 100 cans or fraction thereof

Item 607 - Ref/ective Pavement StudsTests: Inspection Report

Item 608 - TopsoilTests: Inspection Report

Item 609 - SpriggingTests: Inspection Report

Item 610 - SoddingTests: Inspection Report

Item 611 - Tree PlantingTests: Inspection Report

PART 1 - MATERIALS DETAILS

Item 700 Hydraulic CementA. Cement

Quantity: (40 kg I bag)Class A - - - - - - - - - 9.0 bags I m 3 of concreteClass B - - - - - - - - - 8.0 bags I m3 of concreteClass C - - - - - - - - - 9.5 bags I m 3 of concreteClass P - - - - - - - - - 11.0 bags I m 3 of concrete




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For every 75 r:n 3 or f r a c ~ i o nthereof: 1 - G, Grading Test

C. Coarse Aggregates ' Quantity: m 3 I m 3 of concrete

For Rounded CA For Angular CAClass A - - .. _ - - - - - - 0.77 0.68Class B - - - - - - - - - - 0.82 0.73Class C .. _- .... _ -_ . . . . 0.70 0.68Class P - - - - - - - - - - 0.68 0.65Tests: For every 1500 m 3 or fraction thereof:

a. For a source previously tested and passed quality tes:!:1 - Q, Quality Test for: Grading, Bulk Specific Gravity, Absorption, Abrasion,Soundness and Unit Weight

b. For a source previously tested and passed quality test:1 - Q, Quality Test for: Grading, Bulk Specific Gravity, Absorption, AbrasionFor every 75 rn 3 or fraction thereof:

1 - G, Grading TestD. WaterTests: 1 - Q, Quality Test, if source is questionable

Certificate of Project EngineerE. Premolded Filler for expansion joints

Tests: 1 - Q, Quality Test on each thickness of filler for each shipmentF. Steel Reinforcement

Tests: A. Bar reinforcement for concrete for every 10,000 kg or fraction thereof for each size:

1 - Q, Quality Test for Bending, Tension and Chemical AnalysisB. Wire and Wire Mesh

1 - Q, Quality Test G. Concrete

Tests: Compressive strength test on concrete cylinder samples. 1 set consisting of 3 concrete

cylinder samples shall be taken from each day's pouring and to represent not more than 75 m3

ofconcrete or fraction thereof.

Item 7 0 1 - Construction Lime (Hydrated)Tests: 1 - Q, Quality test for every 100 t or fraction thereof

Item 702 - Bituminous MaterialsTests: Same as for item 301,302,303,306,307,308, 309 and 310

Item 703 - AggregatesTests: Same as for Item of Work specified in the Bill of Quantities

Item 703A - Mineral FillerTests: For every 75 m 3 or fraction thereof:

1 - G & P, Grading and Plasticity Tests (LL, PL, PI)

Item 704 - Masonry UnitsTests: 1 - Q, Quality Test for every 10000 units or fraction thereof

Item 705 - Joint MaterialsA. Joint Filler

a. Poured Joint FillerTests: 1 - Q, Quality Test on each type of ingredient for each shipment

b. Premolded Joint FillerTests: 1 - Q, Quality Test on each thickness of filler for each shipment

B. Mortar for Joint Tests:

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a. CementQuantity: (40 kg / bag)Class A - - - - - - - - - 9.0 bags / m 3 of concreteClass B - - - - - - - - - 8.0 bags I m 3 of concreteClass C - - - - - - - - - 9.5 bags I m 3 of concreteClass P - - - - - - - - - 11.0 bags / m 3 of concrete

Tests: For every 2000 bags or fraction thereof1 - Q Quality Test

Item 706 - Concrete, Clay, Plastic an d Fiber Pipe

Concrete PipesTests:

1 - Pipe for every 50 pieces: Strength, Absorption and Dimension

Alternative Requirement:1 - set consisting of 3 concrete cylinder samples for not more than 25 pipes cast in the fieldand1 - Inspection Report for each size for not more than 25 pipes cast in the field

Clay and other types of pipes Tests: Refer to the applicable requirements of AASHTO Test and Specifications.

Item 707 - Metal Pipe

Tests: Same as Item 400

Item 708 - Concrete Curing Materials an d AdmixturesTests: 1 - Q, Quality Test for each shipment

Item 709 - PaintsTests:

1 - Q , One 20 - L can for every 100 cans or fraction thereof or1 - Q , One 4 - L can for every 100 cans or fraction thereof

Item 710 - Reinforcing Steel an d Wire RopeReinforcing Steel

A. Bar reinforcement for concrete for every 10,000 kg or fraction thereof for each size:1 - Q, Quality Test for Bending, Tension and Chemical Analysis

B. Wire and Wire Mesh1 - Q, Quality Test

Wire RopeTests: 1 - Q, for every 20 t or fraction thereof

Item 711 - Fence an d GuardrailFenceTests:A. Barbed Wire, Chain Link Fabric

Tests: 1 - Q, Quality TestB. Concrete Post

a. CementQuantity: (40 kg I bag)

Class A9.0

bags / m3 of

concreteClass B 8.0 bags / m 3 of concreteClaISe 9.5 bags I m 3 of concreteClass P 11.0 bags I m 3 of concrete


b. Fine AggregateQuantity: m3 / m 3 of concrete

For Rounded For AngularClass A 0.50 0.54Class B 0.45 0.52Class C 0.53 0.59

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Class P 0.44 0.47





1 - G, Grading Test


For Rounded CA Class A -_ ...... __ .... _- 0.77 Class B .. .. .. .. .. .. .. .. .. .. 0.82 Class C - - - - - - - - - - 0.70 Class P .. .. .. .. .. .. .. .. .... 0.68 Tests: For every 1500 m 3 or fraction thereof:

a. For a source previously tested and passed quali ty test:1 - Q, Quality Test for: Grading, Bulk ~ p e c i f i cGravity, Absorption, Abrasion,Soundness and Unit Weight

b. For a source previously tested and passed quality test:1 - Q, Quality Test for: Grading, Bulk Specific Gravity, Absorption, AbrasionFor every 75 m 3 or fraction thereof:1 - G, Grading Test


. Certificate of Project Engineer

e. Premolded Filler for expansion joints Tests: 1 - Q, Quality Test on each thickness of filler for each shipment

f. Steel Reinforcement Tests:

Bar reinforcement for concrete for every 10,000 kg or fraction thereof for each size 1 - Q, Quality Test for Bending, Tension and Chemical Analysis

Wire and Wire Mesh 1 - Q, Quality Test

g. ConcreteTests: Compressive strength test on concrete cylinder samples. 1 set consisting of 3 concretecylinder samples shall be taken from each day's pouring and to represent not more than 75 m 3 ofconcrete or fraction thereof.

GuardrailI. Steel Posts

Tests:1 - Q, Quality Test or Mill Test Certificate for each type of materials used

1 - Inspection Report for each type and shipment of metal usedII. Timber Posts

Tests: Inspection Report for Timber 1 - Q, 'Quality Test for preservatives

III. Concrete Tests: a. Cement

Quantity: (40 kg I bag) Class A 9.0 bags I m 3 of concrete Class B 8.0 bags I m 3 of concrete Class C 9.5 bags I m 3 of concrete

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Class P - - - - - - - - - - 11.0 bags I m3 of concrete Tests: For every 2000 bags or fraction thereof

1 - Q, Quality Test b. Fine Aggregate

Quantity: m 3 I m3 o f concrete For Rounded For Angular

Class A 0.50 0.54 Class B 0.45 0.52 Class C 0.53 0.59 Class P 0.44 0.47




For every 75 m3 or fraction thereof: 1 - G, Grading Test

c. Coarse Aggregates Quantity: m 3 I m3 of concrete

For Rounded CA For Angular CA Class A 0.77 0.68 Class B 0.82 0.73 Class C 0.70 0.68 Class P 0.68 0.65

Tests: For every 1500 m3 or fraction thereof: For a source previously tested and passed quality test:


For a source previously tested and passed quality test:1 - Q, Quality Test for: Grading, Bulk Specific Gravity, Absorption, Abrasion

For every 75 m3 or fraction thereof:

1 - G, Grading Test d. WaterTests: 1 - Q, Quality Test, if source is questionable

Certificate of Project Engineer e. Prernolded Filler for expansion jOints

Tests: 1 - Q, Quality Test on each thickness of filler for each shipment f. Steel Reinforcement .

Tests: 1 - Q, Quality Test for every 10,000 kg or fraction thereof for each sizeg. Concrete

Tests: Compressive strength test on concrete cylinder samples. 1 set consisting of 3 concretecylinder samples shall be taken from each day's pouring and to represent not more than 75 m 3 ofconcrete o r fraction thereof.

C. Reinforcing SteelTests: 1 - Q, Quality Test for every 10,000 kg or fraction thereof for each size

D. RailTests: Inspection Report

E. Paint

Tests:1 - Q, One 20 - L can for every 100 cans or fraction thereof or1 - Q, One 4 - L can for every 100 cans or fraction thereof

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Item 712 - Structural Metal

a. Metal StructuresTests:


b. Welded Structural SteelTests:


Item 713 - Treated an d Untreated Timber

Tests: Inspection Report for Timber1 - Q. Quality Test for preservatives

Item 714 - Water

1 - Certificate from Project Engineer or1. - Q, Quality Test, if source is questionable

147

Date post:	08-Apr-2018
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