5.Itp for Construction Materials

ITP:AA‐WRM‐TAL‐ITP‐700. Rev.01

PROJECT NO: WRM/PTC/042/12/INF/LIWA

AGREEMENT NO: WRM/PTC/042/12/INF/LIWA

ITP NO: AA-WRM-TAL-ITP-700

REV: 01INSPECTION AND TEST PLAN FOR CONSTRUCTION MATERIALS

PROJECT : MISCELLANEOUS DEVELOPMENT WORKS AT TAL MOREEB IN MADINAT LIWA, WESTERN REGION, EMIRATE OF ABUDHABI

CLIENT: WESTERN REGION MUNICIPALTY, EMIRATE OF ABU DHABI. U.A.E

H : Hold Point - A designated stopping place during test or inspection, and the dated signature or initial of the appropriate

ALTORATH CONSULTING ENGINEERS

ALASAB GENERAL TRANSPORT AND CONTRACTING EST.

PMC:

CONTRACTOR:

INSPECTION POINT

H : Hold Point A designated stopping place during test or inspection, and the dated signature or initial of the appropriate individuals is required before further work can be performed W : Witness Point - Witness of the designated personnel. If the specified party is not present, the work shall not be continued.W/S : Spot Witness - Spot witness of the designated personnel. If the specified party is not present, the work may continue.R : Review Point - Review of documents, drawings or records for the works. No formal notification is required.

Rev 01

R : Review Point Review of documents, drawings or records for the works. No formal notification is required.I : Inspection Point - Perform the activity of test or inspection. No formal notification is required.ITL : Independent Third Party Lab

Revisions Record

Prepared by Revieved by Approved by ACE WRMREVISION NO: DATE

CONTRACTOR PMC/CLIENTDescription and page No`s of Revisions

1-Sep-13 Pandiyarajan Santosh K srivastav Rahul kumar Moustafa Rashad

20-Oct-13 Pandiyarajan Santosh K srivastav Rahul kumar Moustafa Rashad page 1

0

1

Signature

AA ACE WRM

REMARKSINSPECTION POINT

VERIFICATION DOCUMENTS.L NO DESCRIPTION OF MATERIAL &

CRITERIA TO BE VERIFIEDCRITERIA CONTROLLING

DOCUMENTS

PROJECT REQUIRMENT AS PER CONTROLLING

DOCUMENT

STANDARD TEST PROCEDURE FREQUENCY OF TEST

1 Filling and Embankment material

A Liquid Limit Project Specification Not specifiedAS PER RELEVANT Once per 5000 M T I T L Test Report HA Liquid Limit Project Specification Not specified ASTM/ AASHTO Once per 5000 M.T I.T.L Test Report H

B Plastic Limit Project Specification Not specifiedAS PER RELEVANT

ASTM/ AASHTO Once per 5000 M.T I.T.L Test Report H

AS PER RELEVANTC Plasticity Index Project Specification < 10AS PER RELEVANT


D Grain size distribution Project Specification Not specifiedAS PER RELEVANT


E CBR Project Specification Min 15% at 95% of MDDAS PER RELEVANT


F Sand equivalent Project Specification Not specifiedAS PER RELEVANT

ASTM/ AASHTO Once per 5000 M.T I.T.L Test Report HASTM/ AASHTO

G Specific gravity Project Specification Not specifiedAS PER RELEVANT


H MDD & OMC Project Specification Not specifiedAS PER RELEVANT O 5000 M T I T L T t R t HH MDD & OMC Project Specification Not specified ASTM/ AASHTO Once per 5000 M.T I.T.L Test Report H

2 Subgrade material

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AS PER RELEVANTA. Liquid Limit Project Specification Not specifiedAS PER RELEVANT


B. Plastic Limit Project Specification Not specifiedAS PER RELEVANT


C. Plasticity Index Project Specification < 10AS PER RELEVANT


D. Grain size distribution Project Specification Not specifiedAS PER RELEVANT

ASTM/ AASHTO Once per 5000 M.T I.T.L Test Report Hj p p ASTM/ AASHTO p p

E. CBR Project Specification > 25 at 95% of MDDAS PER RELEVANT


AS PER RELEVANTF. Sand equivalent Project Specification Not specifiedAS PER RELEVANT


G. Specific gravity Project Specification Not specifiedAS PER RELEVANT


H. MDD & OMC Project SpecificationAS PER RELEVANT


3 Aggregate Sub Base - BSieve in mm % of passing 41.75 100 25.4 70‐100 19.05 60‐90

AS PER RELEVANTA. Gradation 9.53 45‐75 No.4 30‐60 No.10 20‐50 No.40 10‐30

AS PER RELEVANT ASTM/ AASHTO Once per 5000 M.T I.T.L Test Report H

No.200 5‐15

B. Los Angeles Abrasion Project Specification 40% Max.AS PER RELEVANT


AS PER RELEVANTC. Soundness (Sodium) Project Specification 12% Max.AS PER RELEVANT


D. Soundness (Magnesium) Project Specification 15% Max.AS PER RELEVANT


E. Sand Equivalent Project Specification 25% Min.AS PER RELEVANT


F. Liquid Limit Project Specification 35% Max.AS PER RELEVANT

ASTM/ AASHTO Once per 5000 M.T I.T.L Test Report Hq ASTM/ AASHTO p p

G. Plasticity Index Project Specification 6.0% MaxAS PER RELEVANT


AS PER RELEVANTH. Sulphate Content Project Specification 0.5% MaxAS PER RELEVANT


I. Chloride Content Project Specification 1.0% MaxAS PER RELEVANT


J. Flakiness Index Project Specification 35% Max.AS PER RELEVANT


K. Elongation Index Project Specification 35% Max.AS PER RELEVANT

ASTM/ AASHTO Once per 5000 M.T I.T.L Test Report HASTM/ AASHTO

L. Specific gravity Project Specification 2.20 Min.AS PER RELEVANT


M Max Dry Density (M D D) Project Specification 2 10 g/cc MinAS PER RELEVANT Once per 5000 M T I T L Test Report HM. Max Dry Density (M.D.D) Project Specification 2.10 g/cc Min. ASTM/ AASHTO Once per 5000 M.T I.T.L Test Report H

N. C.B.R. at 98% of M.D.D Project Specification 80% Min.AS PER RELEVANT


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INSPECTION POINTVERIFICATIONDESCRIPTION OF MATERIAL & CRITERIA CONTROLLING PROJECT REQUIRMENT AS STANDARD TEST

AA ACE WRM

REMARKSVERIFICATION DOCUMENTS.L NO DESCRIPTION OF MATERIAL &


DOCUMENTS PER CONTROLLING DOCUMENT


4 Geotextile Fabric-Type-1yp

A. Fabric weight Project Specification 100 gm/Sqm AS PER RELEVANT ASTM/ AASHTO Each Delivery M.T.C H

B il h AS PER RELEVANTB. Tensile Strength Project Specification 560 N AS PER RELEVANT ASTM/ AASHTO Each Delivery M.T.C H

C. Elongation Project Specification 20% AS PER RELEVANT ASTM/ AASHTO Each Delivery M.T.C H

D. Puncture Strength Project Specification 200 N AS PER RELEVANT ASTM/ AASHTO Each Delivery M.T.C H

E. Muller Burst Strength Project Specification 860 kpa AS PER RELEVANT ASTM/ AASHTO Each Delivery M.T.C HASTM/ AASHTO

F. Tear Strength Project Specification 80 N AS PER RELEVANT ASTM/ AASHTO Each Delivery M.T.C H

G Permeablity Project Specification 0 01 cm/s AS PER RELEVANT Each Delivery M T C H Note 1, Note2 of table G. Permeablity Project Specification 0.01 cm/s ASTM/ AASHTO Each Delivery M.T.C H ,207.05

H. E.O.S - U.S STD SIEVE Project Specification - AS PER RELEVANT ASTM/ AASHTO Each Delivery M.T.C H

I. Strength Retention Project Specification 560 N AS PER RELEVANT ASTM/ AASHTO Each Delivery M.T.C H

J. Flow Rate Project Specification 25 l/s/Sqm AS PER RELEVANT ASTM/ AASHTO Each Delivery M.T.C H

5 Asphaltic concrete type-1 (Base course)

Sieve in mm % of passing 37.50 100 (+ 5) 25.0 92 (+ 5) 19.0 77 (+ 5) 12 50 64 (+ 5)

A. Gradation Project Specification

12.50 64 (+ 5) 9.50 55 (+ 5) 4.75 38 (+ 5) 2.36 27 (+ 4) 1.18 19 (+ 4)

AS PER RELEVANT ASTM/ AASHTO Once per Source M.T.C H as per particular

specification1.18 19 (+ 4) 600 Mic 13 (+ 4) 300 Mic 9 (+ 4) 150 Mic 6 (+ 4) 75 Mic 4 (+ 1.5)

B. Marshal Stability Project Specification >1750 kg AS PER RELEVANT ASTM/ AASHTO Once per Source M.T.C H

C l AS PER RELEVANTC. Flow 0.25mm Project Specification 8-16 AS PER RELEVANT ASTM/ AASHTO Once per Source M.T.C H

D. Optimum Bitumen Content Project Specification < 3.8% AS PER RELEVANT ASTM/ AASHTO Once per Source M.T.C H

E. VMA at Refusal Density Project Specification < 13% AS PER RELEVANT ASTM/ AASHTO Once per Source M.T.C H

F. Air Voids at Refusal density Project Specification 2.0 - 4.0% AS PER RELEVANT ASTM/ AASHTO Once per Source M.T.C HASTM/ AASHTO

G. Min. Air Voids Project Specification > 1.5% AS PER RELEVANT ASTM/ AASHTO Once per Source M.T.C H

H Max VFB (voids filled with bitumen) Project Specification < 85% AS PER RELEVANT Once per Source M T C HH. Max. VFB (voids filled with bitumen) Project Specification < 85% ASTM/ AASHTO Once per Source M.T.C H

6 Asphaltic concrete type-2 (Wearing course)

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INSPECTION POINTVERIFICATIONDESCRIPTION OF MATERIAL & CRITERIA CONTROLLING PROJECT REQUIRMENT AS STANDARD TEST

AA ACE WRM

REMARKSVERIFICATION DOCUMENTS.L NO DESCRIPTION OF MATERIAL &


DOCUMENTS PER CONTROLLING DOCUMENT


Sieve in mm % of passing 25 0 100 (+ 5)25.0 100 (+ 5) 19.0 98 (+ 5) 12.50 88 (+ 5) 9.50 75 (+ 5) 4.75 52 (+ 5)


( )2.36 36 (+ 4) 1.18 26 (+ 4) 600 Mic 18 (+ 4) 300 Mic 12.0 (+ 4)

AS PER RELEVANT ASTM/ AASHTO Once per Source M.T.C H

150 Mic 8.0 (+ 4) 75 Mic 5.0(+ 1.5)

AS PER RELEVANTB. Marshal Stability Project Specification >2000 kg AS PER RELEVANT ASTM/ AASHTO Once per Source M.T.C H

C. Flow 0.25mm Project Specification 8-16 AS PER RELEVANT ASTM/ AASHTO Once per Source M.T.C H

D. Optimum Bitumen Content Project Specification < 4.5% AS PER RELEVANT ASTM/ AASHTO Once per Source M.T.C H

E. VMA at Refusal Density Project Specification < 12.5% AS PER RELEVANT ASTM/ AASHTO Once per Source M.T.C HASTM/ AASHTO

F. Air Voids at Refusal density Project Specification 1.5-3.0% AS PER RELEVANT ASTM/ AASHTO Once per Source M.T.C H

G Min Air Voids Project Specification > 1 5% AS PER RELEVANT Once per So rce M T C HG. Min. Air Voids Project Specification > 1.5% ASTM/ AASHTO Once per Source M.T.C H

H. Max. VFB (voids filled with bitumen) Project Specification <85% AS PER RELEVANT ASTM/ AASHTO Once per Source M.T.C H

7 Prime Coat- M.C-70

A. Saybolt Furol Viscosity @ 50°C Project Specification 60-120 sec AS PER RELEVANT ASTM/ AASHTO Each Delivery M.T.C H

B. Flash Point (Tag open cut) Project Specification Min 38°C AS PER RELEVANT ASTM/ AASHTO Each Delivery M.T.C H

C Residue from Distillation to 360°C in % by Project Specification Min 55% AS PER RELEVANT Each Delivery M T C HC. volumeProject Specification Min. 55% ASTM/ AASHTO Each Delivery M.T.C H

Test on residue from distillation

AS PER RELEVANTD. Penetration @25°C, 100g., 5sec Project Specification Min. 120 AS PER RELEVANT ASTM/ AASHTO Each Delivery M.T.C H

E. Ductility, 25°C Project Specification 100 - 250 cm AS PER RELEVANT ASTM/ AASHTO Each Delivery M.T.C H

F. Solublity in Trichloroethylene Project Specification Min. 99% by weight AS PER RELEVANT ASTM/ AASHTO Each Delivery M.T.C H

G. water content Project Specification Max. 0.2%by weight AS PER RELEVANT ASTM/ AASHTO Each Delivery M.T.C HASTM/ AASHTO

8 Tack Coat-SS-1H

A S b l l i i @ AS PER RELEVANTA. Saybolt Furol Viscosity @ 50°C Project Specification 60-120 sec AS PER RELEVANT ASTM/ AASHTO Each Delivery M.T.C H

B. Flash Point (Tag open cut) Project Specification Min 38°C AS PER RELEVANT ASTM/ AASHTO Each Delivery M.T.C H

C. Residue from Distillation to 360°C in % by volume

Project Specification Min. 55% AS PER RELEVANT ASTM/ AASHTO Each Delivery M.T.C H

Test on residue from distillation

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AS PER RELEVANTD. Penetration @25°C, 100g., 5sec Project Specification Min. 120 AS PER RELEVANT ASTM/ AASHTO Each Delivery M.T.C H

E. Ductility, 25°C Project Specification 100 - 250 cm AS PER RELEVANT ASTM/ AASHTO Each Delivery M.T.C H

F. Solublity in Trichloroethylene Project Specification Min. 99% by weight AS PER RELEVANT ASTM/ AASHTO Each Delivery M.T.C H

G. water content Project Specification Max. 0.2%by weight AS PER RELEVANT ASTM/ AASHTO Each Delivery M.T.C HASTM/ AASHTO

9 Curb Stone (All types)

A Dimension & Colour Asper Approved IFC Drawing Asper Approved IFC Drawing Visual Each Delivery Form No: AA-WRM-ITP- HA. Dimension & Colour Asper Approved IFC Drawing Asper Approved IFC Drawing Visual Each Delivery 700-FM-1000 H

B. Comp. Srength of concrete used in Curb Stone making

Project Specification Min. K250 AS PER RELEVANT ASTM/ AASHTO Once per Source I.T.L Test Report H

10 Interlocking Tiles

A. Dimension & Colour Asper Approved IFC Drawing Asper Approved IFC Drawing Visual Each Delivery Form No: AA-WRM-ITP-700-FM-1000 H

B. Average Bulk density (after 48hrs of immerson in water)

Project Specification >2.375 T/Cum AS PER RELEVANT ASTM/ AASHTO

Each Delivery & once per 5000 nos M.T.C & I.T.L Report H Min. 4 out of 5 specimen

C Minimum Bulk density (after 48hrs of Project Specification 2.330 T/Cum AS PER RELEVANT /

Each Delivery & once per M.T.C & I.T.L Report H Max. 1 out of 5 specimenC. immerson in water)Project Specification 2.330 T/Cum ASTM/ AASHTO 5000 nos M.T.C & I.T.L Report H Max. 1 out of 5 specimen

D. Average Bulk/Apparent Density Ratio (after 48hrs of immerson in water)

Project Specification >0.88 AS PER RELEVANT ASTM/ AASHTO


Min Bulk/Apparent Density Ratio (after AS PER RELEVANT Each Delivery & once perE. Min. Bulk/Apparent Density Ratio (after 48hrs of immerson in water)

Project Specification 0.87 AS PER RELEVANT ASTM/ AASHTO

Each Delivery & once per 5000 nos M.T.C & I.T.L Report H Max. 1 out of 5 specimen

F. Average Water Absorption (after 48hrs of immerson in water)

Project Specification < 5% AS PER RELEVANT ASTM/ AASHTO


G. Maximum. Water Absorption (after 48hrs of immerson in water)

Project Specification 5.50% AS PER RELEVANT ASTM/ AASHTO


H. Average Comp. Strength (after 48hrs of immerson in water)

Project Specification >52 N/Sqmm AS PER RELEVANT ASTM/ AASHTO


immerson in water) ASTM/ AASHTO 5000 nos

I. Min.Comp. Strength (after 48hrs of immerson in water)

Project Specification 47N/Sqmm AS PER RELEVANT ASTM/ AASHTO


Volume Loss shall not have

J. Arasion Resistance Project Specification

Volume Loss shall not have greater than 15cc/50Sqcm & Avg thickeness loss Shall not

Exceed 3mm

AS PER RELEVANT ASTM/ AASHTO Each Delivery M.T.C H

AS PER RELEVANTK. Average Flexural Strength Project Specification >5 N/Sqmm AS PER RELEVANT ASTM/ AASHTO Each Delivery M.T.C H Min. 4 out of 5 specimen

L. Min. Flexural Strength Project Specification 4.5 N/Sqmm AS PER RELEVANT ASTM/ AASHTO Each Delivery M.T.C H Max. 1 out of 5 specimen

11 Ready Mix Concrete

A. Mix. Proportion Approved M.A.R As per Approved M.A.R Visual Each Delivery Batch Report HA. p pp p pp y p

B. Minimum Cement content Project SpecificationK140 - 220 kg/Cum K250 - 300 kg/Cum K415 - 425 kg/Cum

Visual Each Delivery Batch Report H

C. Water Cement ratio Project SpecificationK140 - 0.5 Max K250 - 0.45Max K415 - 0.42 Max

Visual Each Delivery Batch Report H

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K140 60 120mmD. Slump Range Project Specification

K140 - 60-120mm K250 - 60-120mm K415 - 60-120mm

AS PER RELEVANT ASTM/ AASHTO Each Delivery Form No: AA-WRM-MS-

ITP-707-FM-1001 H

AS PER RELEVANT Form No: AA WRM MSE. Temperature Project Specification < 32°C when placing AS PER RELEVANT ASTM/ AASHTO Each Delivery Form No: AA-WRM-MS-

ITP-707-FM-1002 H

K140 - 100 kg/Sqcm AS PER RELEVANTOne Sample per50 cum of concrete for ecah grade &F. Minimum Crushing Strength at 7 Days Project Specification K250 - 185 kg/Sqcm

K415 - 310 kg/Sqcm

AS PER RELEVANT ASTM/ AASHTO

concrete for ecah grade & Min. one sample(6 cubes)

for every day

H

K140 - 140 kg/Sqcm AS PER RELEVANTOne Sample per50 cum of

f h d &G. Minimum Crushing Strength at 28 Days Project SpecificationK140 140 kg/Sqcm K250 - 250 kg/Sqcm K415 - 415 kg/Sqcm

AS PER RELEVANT ASTM/ AASHTO

concrete for ecah grade & Min. one sample(6 cubes)

for every day

H

12 R i f t St l b12 Reinforcement Steel bars

A.All reinforcement steel required under this Contract shall be epoxy-coated

i f l

AASHTO M284 (ASTM D3963)

As per AASHTO M284 (ASTM D3963

AASHTO T-68 (ASTM M/E8) Each Delivery M.T.C H

reinforcement steel ( ) ( ( )

B. Grade Project Specification Grade 60 AASHTO T-68 (ASTM M/E8) Each Delivery M.T.C H

All Ph i l M h i l & Ch i l AASHTO M284 A AASHTO M284 AASHTO T 68 M T C & F N AAC. All Physical, Mechanical & Chemical Properties

AASHTO M284 (ASTM D3963)

As per AASHTO M284 (ASTM D3963

AASHTO T-68 (ASTM M/E8) Each Delivery M.T.C & Form No: AA-

WRM-ITP-700-FM-1000 H

13 Ready Mix Grout M.A.R As per M.A.R AS PER RELEVANT ASTM/ AASHTO Each Delivery M.T.C H

14 Road marking paint (Thermoplastic)

A. Pavement Marking Material AASHTO M249 should comply with AASHTO M249


Glass Beads

A. shape Project Specification Spherical AS PER RELEVANT ASTM/ AASHTO Each Delivery M.T.C H

U.S Sieve % of passing 20 100

B. Gradation Project Specification20 100 30 75-95 50 15-35 100 0-5


C. Index of Refraction @25°C by immersion method

Project Specification Atleast 1.65 AS PER RELEVANT ASTM/ AASHTO Each Delivery M.T.C H

D. Imperfections (the dark & irregular shape material & scratches on surfaces of beads)

Project Specification shall not be more than 20% by weight


material & scratches on surfaces of beads) weight ASTM/ AASHTO

E. Chemical Stability Project Specification As per Federal |Specification TT-B-1325A


when tested at an angle of

F. Reflectivity Project Specification incidence of 0and an angle of divergence of 1/3 degree shall be atleast 2.0


1515

A. Sign Post Project Specification As per Given in Shop Drawings visual Each Delivery M.T.C H

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B i As per Project Specification AS PER RELEVANTB. Sign Face Project Specification As per Project Specification and Approved M.A.R


16 Pavement Marker (Heavy duty Road Stud)

Project Specification As per Project Specification & Approved M.A.R

As per Project Specification & Relevant ASTM/

AASHTOEach Delivery M.T.C H

Road Stud) pp AASHTO

17 Chain Link Fence with Pedestrian gate

AS PER RELEVANTA. Chemical properties Project specification As per Project specification AS PER RELEVANT ASTM/ AASHTO Each Delivery M.T.C H

B. Mechanical properties Project specification As per Project specification AS PER RELEVANT ASTM/ AASHTO Each Delivery M.T.C H

18 Ornamental Fence with Decorative Panel

A. Chemical properties Project specification As per Project specification AS PER RELEVANT ASTM/ AASHTO Each Delivery M.T.C HASTM/ AASHTO


19 B T G d R il19 Beam Type Guard Rail

A. Chemical properties Project specification As per Project specification AS PER RELEVANT ASTM/ AASHTO Each Delivery M.T.C H


20 Cable Warning Tap

A. Material Project Specification Acid & Alkali Polyethylene Film Visual Each Delivery M.T.C H

B Width of film Project Specification Min 15 cm AS PER RELEVANT Each Delivery M T C HB. Width of film Project Specification Min. 15 cm ASTM/ AASHTO Each Delivery M.T.C H

C. Thickeness Project Specification 150 Microns AS PER RELEVANT ASTM/ AASHTO Each Delivery M.T.C H

AS PER RELEVANTD. Tensile Strength - lengthwise Project Specification Min. 125Kg/Sqmm AS PER RELEVANT ASTM/ AASHTO Each Delivery M.T.C H

E. Tensile Strength - crosswise Project Specification Min. 105Kg/Sqmm AS PER RELEVANT ASTM/ AASHTO Each Delivery M.T.C H

F. Elongation factor Project Specification 350% AS PER RELEVANT ASTM/ AASHTO Each Delivery M.T.C H

Utility Colour 1Electrical Cables Red

G. Colour Project Specification

1Electrical Cables Red 2Telephone Cables Green 3Water Lines Blue 4Sewer/Irrigation Yellow pipelines

Visual Each Delivery M.T.C / Check sheet Hp p5.Trafficcontroll Orange system

21 Concrete Cable Cover Tiles

A. concrete mix proportion Project Specification 1:1.5:3 Visual Each Delivery M.T.C H

B. Mechanical properties Project Specification & WED As per WED & M.A.R AS PER RELEVANT ASTM/ AASHTO

1 Batch (12 nos) per 2000 tiles and then 1 Batch for

every 4000 tiles

I.T.L Test Report M.T.C H

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AA ACE WRMDOCUMENT

22 Concrete Repair Mortar

A. All Physical, Chemical & Mechanical Properties

M.A.R As per Approved M.A.R AS PER RELEVANT ASTM/ AASHTO Each Delivery M.T.C /I.T.L Report H

B. Date of Expiry M.A.R As per Approved M.A.R Visual Each Delivery Form No: AA-WRM-ITP-700-FM-1000 H

23 Expansion Preformed Joint Filler Project Specification Shall comply with AASHTO M-33


24 Expansion Joint Sealant Project Specification As per Approved M A R AS PER RELEVANT Each Delivery M T C H24 Expansion Joint Sealant Project Specification As per Approved M.A.R ASTM/ AASHTO Each Delivery M.T.C H

25 Curb stone Paint

AS PER RELEVANTA. Colour Project Specification White, Red, Yellow&Block AS PER RELEVANT ASTM/ AASHTO Each Delivery M.T.C H

B. Density Project Specification 1.5 Kg/Ltr AS PER RELEVANT ASTM/ AASHTO Each Delivery M.T.C H

C. Solid Content Project Specification .+ 50% by volume AS PER RELEVANT ASTM/ AASHTO Each Delivery M.T.C H

26 Water Proofing Memberane Type-Project Specification As per Approved M A R AS PER RELEVANT Each Delivery M T C H26 A, Type-BProject Specification As per Approved M.A.R ASTM/ AASHTO Each Delivery M.T.C H

27 Electrical Cables Project Specification /Approved M.A.R As per Approved M.A.R AS PER RELEVANT

ASTM/ AASHTO Each Delivery M.T.C H

j S ifi i AS A28 Street Light Poles for all height Project Specification /Approved M.A.R As per Approved M.A.R AS PER RELEVANT


29 Lanterns Project Specification /Approved M.A.R As per Approved M.A.R AS PER RELEVANT


30 P.V.C, U.P.V.C, GRP Ducts

A. All Physical, Chemical & Mechanical P i

Project Specification /M.A.R As per Approved M.A.R AS PER RELEVANT ASTM/ AASHTO Each Delivery M.T.C /I.T.L Report HA. Properties

oject Spec cat o / . . s pe pp oved . . ASTM/ AASHTO ac e ve y . .C / . . epo t

31 P.V.C,HORSE RACE TRACK M.A.R As per Approved M.A.R AS PER RELEVANT ASTM/ AASHTO Each Delivery M.T.C H

32 All other Special & New Items Project Specification /M.A.R As per Approved M.A.R AS PER RELEVANT ASTM/ AASHTO Each Delivery M.T.C / I.T.L Report H

33 Bedding Sand (for laying interlocking 33 tiles)


U.S Sieve % of passing 1/4" (6.25mm) 100 50 (0 3mm) 0 -35

AS PER RELEVANT ASTM/ AASHTO Once per 5000 M.T I.T.L Report H50 (0.3mm) 0 35

100 (0.150mm) 0-10 ASTM/ AASHTO

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