Post on 07-Feb-2016
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
ASTM/ AASHTO Once per 5000 M.T I.T.L Test Report H
D Grain size distribution Project Specification Not specifiedAS PER RELEVANT
ASTM/ AASHTO Once per 5000 M.T I.T.L Test Report H
E CBR Project Specification Min 15% at 95% of MDDAS PER RELEVANT
ASTM/ AASHTO Once per 5000 M.T I.T.L Test Report H
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
ASTM/ AASHTO Once per 5000 M.T I.T.L Test Report H
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
Page 1 of 8
ITP:AA‐WRM‐TAL‐ITP‐700. Rev.01
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
AS PER RELEVANTA. Liquid Limit Project Specification Not specifiedAS PER RELEVANT
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
C. Plasticity Index Project Specification < 10AS PER RELEVANT
ASTM/ AASHTO Once per 5000 M.T I.T.L Test Report H
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
ASTM/ AASHTO Once per 5000 M.T I.T.L Test Report H
AS PER RELEVANTF. Sand equivalent Project Specification Not specifiedAS PER RELEVANT
ASTM/ AASHTO Once per 5000 M.T I.T.L Test Report H
G. Specific gravity Project Specification Not specifiedAS PER RELEVANT
ASTM/ AASHTO Once per 5000 M.T I.T.L Test Report H
H. MDD & OMC Project SpecificationAS PER RELEVANT
ASTM/ AASHTO Once per 5000 M.T I.T.L Test Report H
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
ASTM/ AASHTO Once per 5000 M.T I.T.L Test Report H
AS PER RELEVANTC. Soundness (Sodium) Project Specification 12% Max.AS PER RELEVANT
ASTM/ AASHTO Once per 5000 M.T I.T.L Test Report H
D. Soundness (Magnesium) Project Specification 15% Max.AS PER RELEVANT
ASTM/ AASHTO Once per 5000 M.T I.T.L Test Report H
E. Sand Equivalent Project Specification 25% Min.AS PER RELEVANT
ASTM/ AASHTO Once per 5000 M.T I.T.L Test Report H
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
ASTM/ AASHTO Once per 5000 M.T I.T.L Test Report H
AS PER RELEVANTH. Sulphate Content Project Specification 0.5% MaxAS PER RELEVANT
ASTM/ AASHTO Once per 5000 M.T I.T.L Test Report H
I. Chloride Content Project Specification 1.0% MaxAS PER RELEVANT
ASTM/ AASHTO Once per 5000 M.T I.T.L Test Report H
J. Flakiness Index Project Specification 35% Max.AS PER RELEVANT
ASTM/ AASHTO Once per 5000 M.T I.T.L Test Report H
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
ASTM/ AASHTO Once per 5000 M.T I.T.L Test Report H
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
ASTM/ AASHTO Once per 5000 M.T I.T.L Test Report H
Page 2 of 8
ITP:AA‐WRM‐TAL‐ITP‐700. Rev.01
INSPECTION POINTVERIFICATIONDESCRIPTION OF MATERIAL & CRITERIA CONTROLLING PROJECT REQUIRMENT AS STANDARD TEST
AA ACE WRM
REMARKSVERIFICATION DOCUMENTS.L NO DESCRIPTION OF MATERIAL &
CRITERIA TO BE VERIFIEDCRITERIA CONTROLLING
DOCUMENTS PER CONTROLLING DOCUMENT
STANDARD TEST PROCEDURE FREQUENCY OF TEST
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)
Page 3 of 8
ITP:AA‐WRM‐TAL‐ITP‐700. Rev.01
INSPECTION POINTVERIFICATIONDESCRIPTION OF MATERIAL & CRITERIA CONTROLLING PROJECT REQUIRMENT AS STANDARD TEST
AA ACE WRM
REMARKSVERIFICATION DOCUMENTS.L NO DESCRIPTION OF MATERIAL &
CRITERIA TO BE VERIFIEDCRITERIA CONTROLLING
DOCUMENTS PER CONTROLLING DOCUMENT
STANDARD TEST PROCEDURE FREQUENCY OF TEST
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)
A. Gradation Project Specification
( )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
Page 4 of 8
ITP:AA‐WRM‐TAL‐ITP‐700. Rev.01
INSPECTION POINTPROJECT REQUIRMENT AS
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
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
Each Delivery & once per 5000 nos M.T.C & I.T.L Report H Min. 4 out of 5 specimen
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
Each Delivery & once per 5000 nos M.T.C & I.T.L Report H Min. 4 out of 5 specimen
G. Maximum. Water Absorption (after 48hrs of immerson in water)
Project Specification 5.50% 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
H. Average Comp. Strength (after 48hrs of immerson in water)
Project Specification >52 N/Sqmm 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
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
Each Delivery & once per 5000 nos M.T.C & I.T.L Report H Max. 1 out of 5 specimen
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
Page 5 of 8
ITP:AA‐WRM‐TAL‐ITP‐700. Rev.01
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
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
AS PER RELEVANT ASTM/ AASHTO Each Delivery M.T.C H
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
AS PER RELEVANT ASTM/ AASHTO Each Delivery M.T.C H
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
AS PER RELEVANT ASTM/ AASHTO Each Delivery M.T.C H
material & scratches on surfaces of beads) weight ASTM/ AASHTO
E. Chemical Stability Project Specification As per Federal |Specification TT-B-1325A
AS PER RELEVANT ASTM/ AASHTO Each Delivery M.T.C H
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
AS PER RELEVANT ASTM/ AASHTO Each Delivery M.T.C H
1515
A. Sign Post Project Specification As per Given in Shop Drawings visual Each Delivery M.T.C H
Page 6 of 8
ITP:AA‐WRM‐TAL‐ITP‐700. Rev.01
INSPECTION POINTPROJECT REQUIRMENT AS
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
B i As per Project Specification AS PER RELEVANTB. Sign Face Project Specification As per Project Specification and Approved M.A.R
AS PER RELEVANT ASTM/ AASHTO Each Delivery M.T.C H
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
B. Mechanical properties Project specification As per Project specification AS PER RELEVANT ASTM/ AASHTO Each Delivery M.T.C H
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
B. Mechanical 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
Page 7 of 8
ITP:AA‐WRM‐TAL‐ITP‐700. Rev.01
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
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
AS PER RELEVANT ASTM/ AASHTO Each Delivery M.T.C H
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
ASTM/ AASHTO Each Delivery M.T.C H
29 Lanterns Project Specification /Approved M.A.R As per Approved M.A.R AS PER RELEVANT
ASTM/ AASHTO Each Delivery M.T.C H
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)
A. Gradation Project Specification
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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