AIV TESTLARSEN & TOUBRO LIMITEDHARYANA URBAN DEVELOPMENT AUTHORITY.Format No.:AKS/HUDA/QC/10AGGREGATE IMPACT VALUE TEST[As per IS 2386, (Part - IV)]PROJECT:Internal development of residential sector-57,part-I&II, urban estate, gurgaon.CLIENT: Haryana urban development authority.CONTRACTOR: Larsen & Toubro Limited - ECC Division.Laboratory Job No.Date SampledType of MaterialSampled BySourceDate TestedLocationTested ByProposed UseTest 1Test 2Test 3Weight of surface dry sample passing 12.5mm and retained on 10mm IS sieves, W1.(gm)Weight of fraction passing on 2.36mm sieve after the test, W2.(gm)Weight of fraction retained on 2.36mm sieve after the test, W3.(gm)W4 = W1 - (W2 + W3)(gm)Aggregate Impact Value (A.I.V) = (W2/W1) x 100Average Value of A.I.VNote : if W4 > 1 gm, dicard and retestRemarks :FOR L & TFOR HUDA

prim coatLARSEN & TOUBRO LIMITEDHARYANA URBAN DEVELOPMENT AUTHORITY.Format no:AKS/HUDA/QC/12PRIME COAT/ TACK COATPROJECT:Internal development of residential sector-57,part-I&II, urban estate, gurgaon.CLIENT: Haryana urban development authority.CONTRACTOR: Larsen & Toubro Limited - ECC Division.Laboratory job no.:Date of sampling:Source:Sampled by:Type of coat:Date of testing:Location:Tested by:S.No.Sample locationWeight of bitumen + Paper or pan (kg)Wt. Of paper or pan (kg)Wt. Of bitumen over the paper or pan (kg)Area of paper or pan (sq.m)Rate of spread of bitumen emulsion (kg/ sq.m)Remarks123456Averagekg/ sq.mFOR L & TFOR HUDA

Ductility testLARSEN & TOUBRO LIMITEDHARYANA URBAN DEVELOPMENT AUTHORITY.Format no:AKS/HUDA/QC/17DUCTILITY TEST OF BITUMENIS 1206 Part - 3PROJECT:Internal development of residential sector-57,part-I&II, urban estate, gurgaon.CLIENT: Haryana urban development authority.CONTRACTOR: Larsen & Toubro Limited - ECC Division.Laboratory job noDate of sampling:Source:Sampled by::Grade of bitumen:Date of testing::Location:Tested by::Manufacturer:Supplied quantity::S.No.DescriptionSample 1Sample 2Sample 3Mean valueaTest temperature *CbReading on scale when the bitumen brokecDuctility (difernce in initial and final readings)(mm)NOTE: This sample is satisfying/ not satisfying the specifications of contract.FOR L & TFOR HUDA

core index mapLARSEN & TOUBRO LIMITEDHARYANA URBAN DEVELOPMENT AUTHORITY.Format No. BT / F11CORE INDEX MAPPROJECT:Internal development of residential sector-57,part-I&II, urban estate, gurgaon.CLIENT: Haryana urban development authority.CONTRACTOR: Larsen & Toubro Limited - ECC Division.Reference Lab Job No.:Date:Type of LayerBMCarriage Way: LHS / RHS / LHS-Hard Shoulders / RHS-Hard ShouldersLocation:LEFT LANERIGHT LANE8600816076807200672062405760528048004300384033602880240019201440960480kMkMFOR L&TFOR CONSULTANT

Elastic recoveryLARSEN & TOUBRO LIMITEDHARYANA URBAN DEVELOPMENT AUTHORITY.Format no: AKS/HUDA/QC/14SOFTENING POINT OF BITUMENPROJECT:Internal development of residential sector-57,part-I&II, urban estate, gurgaon.CLIENT: Haryana urban development authority.CONTRACTOR: Larsen & Toubro Limited - ECC Division.Laboratory job no.:Date of sampling:Source:Sampled by:Grade of bitumen:Date of testing:Location:Tested by:Manufacturer:Supplied quantity:S.No.Temperature *CRemarks1st Ring2nd RingAverageNOTE: The sample is satisfying/ not satisfying the specifications of contract.FOR L & TFOR HUDA

grade of bitumenLARSEN & TOUBRO LIMITEDHARYANA URBAN DEVELOPMENT AUTHORITY.Format no:AKS/HUDA/QC/15GRADE OF BITUMENBY PENETRATION TESTPROJECT:Internal development of residential sector-57,part-I&II, urban estate, gurgaon.CLIENT: Haryana urban development authority.CONTRACTOR: Larsen & Toubro Limited - ECC Division.Laboratory job no.:Date of sampling:Source:Sampled by:Grade of bitumen:Date of testing:Location:Tested by:Manufacturer:Supplied quantity:Trial no.Penetration in 1/10th of mmSpecification limitSample 1Sample 2Sample 3123456AverageAverage penetration (1/10th of mm)=NOTE: This sample is satisfying/ not satisfying the specifications of contract.FOR L & TFOR HUDA

viscosity testLARSEN & TOUBRO LIMITEDHARYANA URBAN DEVELOPMENT AUTHORITY.Format no:AKS/HUDA/QC/20VISCOSITY TEST OF BITUMENIS 1200 Part - 3 for Kinematic ViscosityPROJECT:Internal development of residential sector-57,part-I&II, urban estate, gurgaon.CLIENT: Haryana urban development authority.CONTRACTOR: Larsen & Toubro Limited - ECC Division.Laboratory job no.:Date of sampling:Source:Sampled by:Grade of bitumen:Date of testing:Location:Tested by:Manufacturer:Supplied quantity:S.No.DescriptionSample 1Sample 2Sample 3Mean valueRemarks1Specific test temperature 0C600C600C600C600C2Viscometer usedCannon-Fenske / U-Tube modified reverse flow3Size of the viscometer4Viscometer constant5Actual test temperature 0C6Test run in seconds7Viscosity in cst. ( s.no 4 X s.no 6)Average viscosity in cst.=NOTE: This sample is satisfying/ not satisfying the specifications of contract.Low porosity30 to 60cst.Medium porosity70-140cst.High porosity250-500cst.FOR L & TFOR HUDA

stripping valueLARSEN & TOUBRO LIMITEDHARYANA URBAN DEVELOPMENT AUTHORITY.Format no:AKS/HUDA/QC/18STRIPPING VALUE OF AGGREGATEPROJECT:Internal development of residential sector-57,part-I&II, urban estate, gurgaon.CLIENT: Haryana urban development authority.CONTRACTOR: Larsen & Toubro Limited - ECC Division.Laboratory job no.:Date of sampling:Source:Sampled by:Grade of bitumen:Date of testing:Location:Tested by:Size of aggregate: Passing IS Sieve 20mm and retained on IS Sieve 12.5mm.Weight of aggregate taken:200 gm.Temperature of aggregate: 150*CBitumen added: 5%Temperature of bitumen: 160*CS.no.Temperature maintainedNo. Of observations% of aggregate that remained coated after the specified timeRemarks1 hour3 hour24 hour140 0C1Specification22requirement:33not less than4Mean value95%.560 0C162738Mean valueNOTE: This sample is satisfying/ not satisfying the specifications of contract.FOR L & TFOR HUDA

Summary of agg.TestLARSEN & TOUBRO LIMITEDHARYANA URBAN DEVELOPMENT AUTHORITY.SUMMARY OF AGGREGATE TEST RESULTSPROJECT:Internal development of residential sector-57,part-I&II, urban estate, gurgaon.CLIENT: Haryana urban development authority.CONTRACTOR: Larsen & Toubro Limited - ECC Division.Lab job No.Location SourceType of AggregateGradation Percentage Passing mmPhysical PropertiesParticle ShapeMechanical Properties402012.5104.752.361.180.60.30.15Fineness ModulusSilt Content %Specific GravityWater Absorption %Flakiness IndexElongation IndexCombined (FI & EI)AIV / ACV (%)QC EngineerLab - In - ChargeLab - In - ChargeMaterial EngineerFOR L & TFOR CONSULTANTNOTE: This sample is satisfying/ not satisfying the specifications of contract.FOR L & TFOR HUDA

Specific gravity & water absorbLARSEN & TOUBRO LIMITEDHARYANA URBAN DEVELOPMENT AUTHORITY.Format No.AKS/HUDA/QC/09SPECIFIC GRAVITY & WATER ABSORPTION(By Wire basket method)PROJECT:Internal development of residential sector-57,part-I&II, urban estate, gurgaon.CLIENT: Haryana urban development authority.CONTRACTOR: Larsen & Toubro Limited - ECC Division.Lab Job No.Date of samplingType of materialSampled bySourceDate of testingLocationTested byProposed useS.No.DescriptionSample 1Sample 2Sample 3AWeight of the oven dry sample in air (gm)BWeight of the sample in water (gm)CWeight of the saturated surface dry sample (gm)DSpecific gravity = A/(C-B)EWater absorption (%) = 100x(C-A)/AAverage specific gravity =Average water absorption (%) =FOR L & TFOR HUDA

Bitumen extractionLARSEN & TOUBRO LIMITEDHARYANA URBAN DEVELOPMENT AUTHORITY.Format no: AKS/HUDA/QC/16BITUMEN EXTRACTION TESTPROJECT:Internal development of residential sector-57,part-I&II, urban estate, gurgaon.CLIENT: Haryana urban development authority.CONTRACTOR: Larsen & Toubro Limited - ECC Division.Laboratory job no.:Date of sampling:Source:Sampled by:Type of mix: BMDate of testing:Location:Tested by:ABCDEFGHWt. Before extraction (gm)Wt. After extraction (gm)Difference = [(A-C)- (D-B)] (gm)Total ash in the mix (gm)Bitumen in the mix = (E-F) (gm)% of bitumen in the total mix (G/A)x100sampleFilter papersampleFilter paperGRADATION OF EXTRACTED SAMPLEWeight of sample taken C= gm.Sieve sizeRetained on sieve% of passing (100 - col.4)Specification limitsWt. Retained (gm)% wt. Retained (clo.2/C) x100% of Cumm. Wt. Retained12345BM26.5mm10019.0mm90-10013.2mm56-884.75mm16-362.36mm4-19300mic2-1075mic0-8FOR L & TFOR HUDA

Gradation testLARSEN & TOUBRO LIMITEDHARYANA URBAN DEVELOPMENT AUTHORITY.Format no:AKS/HUDA/QC/13GRADATION TEST FOR BMPROJECT:Internal development of residential sector-57,part-I&II, urban estate, gurgaon.CLIENT: Haryana urban development authority.CONTRACTOR: Larsen & Toubro Limited - ECC Division.Laboratory job no.:Date of sampling:Source:Sampled by:Type of layer: BMDate of testing:Location:Tested by:Weight of sample taken W1: gm.Sieve sizeRetained on sieve% of passing (100 - col.4)Specification limitsWt. Retained (gm)% wt. Retained (clo.2/W1) x100% of Cumm. Wt. Retained12345BM26.5mm10019.0mm90-10013.2mm56-884.75mm16-362.36mm4-19300mic2-1075mic0-8FOR L & TFOR HUDA

Gradation test (2)LARSEN & TOUBRO LIMITEDHARYANA URBAN DEVELOPMENT AUTHORITY.Format no:GRADATION TEST FOR BMPROJECT:Internal development of residential sector-57,part-I&II, urban estate, gurgaon.CLIENT: Haryana urban development authority.CONTRACTOR: Larsen & Toubro Limited - ECC Division.Laboratory job no.:Date of sampling:Source:Sampled by:Type of layer: BMDate of testing:Location:Tested by:Weight of sample taken W1: 10250 gm.Sieve sizeRetained on sieve% of passing (100 - col.4)Specification limitsWt. Retained (gm)% wt. Retained (clo.2/W1) x100% of Cumm. Wt. Retained12345BM26.5mm10010019.0mm95.290-10013.2mm73.556-884.75mm25.616-362.36mm8.94-19300mic5.62-1075mic3.20-810090807060504030201000.0750.32.364.7513.21926.5

Gradation test (2)000000000000000000000000000000000000000000000000000000000000

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26.5mm 19.0mm 13.2mm 4.75mm 2.36mm 300mic

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26.5mm 19.0mm 13.2mm 4.75mm 2.36mm