Proctor CalibrationCALIBRATION OF PROCTOR ( 2250CC )Date of Calibrating:Mould No.1Weight of Mould5722gmTrial 1Trial 2Trial 3Trial 4AvergeVolume in CCAcctual Volume in CCDiameter in mm150150.24150.2150.16150.152252.05047880312250Height in mm127.2127.2127.2127.4127.25Mould No.2Weight of Mould5708gmTrial 1Trial 2Trial 3Trial 4AvergeVolume in CCAcctual Volume in CCDiameter in mm150.7149.8150150.1150.152254.792250.00Height in mm127.26127.8127.2127.36127.41Mould No.3Weight of Mould5722gmTrial 1Trial 2Trial 3Trial 4AvergeVolume in CCAcctual Volume in CCDiameter in mm150150.6150150.1150.182252.452250.00Height in mm127.24127.16127.22127.3127.23Mould No.4Weight of Mould5872gmTrial 1Trial 2Trial 3Trial 4AvergeVolume in CCAcctual Volume in CCDiameter in mm150.12150.8149.88150.1150.2252250.142250Height in mm126.94127.12126.8127.2127.02_______________________________________TechnicianConsultant ITLMaterial EngineerLaboratory Manager

&LLeighton - OSE JV&RIndore - Khalghat Highway&CKamala Kunj, Durga Nagar Corner, Hukuma Kheri, A.B. Road, Near Rajendra Nagar Police Station, Indore - 452009::::::::::::

Grain Size AnalysisGRAIN SIZE ANALYSIS (WET)Sample Ref. No.:Date Sampled:Description of Sample:Date Tested:Source of Materials:Sample Location:IS Sieve DesignationWeight of Sample Retained (gms)Cumulative Weight Retained (gms)Percentage of Passing (%)Remarks2012.5104.752.360.6000.4250.075PANRemarks___________________________________________TechnicianMaterial EngineerLaboratory Manager

&LLeighton - OSE JV&RIndore - Khalghat Highway&CKamala Kunj, Durga Nagar Corner, Hukuma Kheri, A.B. Road, Near Rajendra Nagar Police Station, Indore - 452009

ProctorName of the Project: Four Laning of Indore - Khalghat section of NH-3 in MP on BOTName of the Employer: National Highways Authority of IndiaName of the Concessionaire: Oriental Pathways (Indore) Pvt. Ltd.Name of Independent Consultant: Sheladia Associate Inc.- Feedback JVName of the EPC Contractor: Oriental Structural Engineers Pvt. Ltd.Name of the EPC Sub-Contractor: LEIGHTON - OSE JVDescription of Sample:Date Sampled:Source of Materials:Date Tested:Sample Location:Ref. No.:Depth of Sample:OBSERVATION SHEETType of Compaction:Type of Method:No of Blows:Weight of Rammer:No of Layers:Determination No.12345678Mould No.Volume of Mould (v)(cc)Mass of Mould (m1)(gm)Mass of Mould + Compacted Soil (m2)(gm)Mass of Compacted Soil (m3 = m2 - m1)(gm)Wet Density of Soil (Dw) = m3 / v(gm / cc)Container No.Mass of Container(gm)Mass of Wet Soil +Container(gm)Mass of Conatiner + Oven Dry Soil(gm)Mass of Water(gm)Mass of Oven Dry Soil(gm)Water Content(%)Dry Density of Soil (Dd) = 100 x Dw / (100 +w)(gm / cc)MDD(gm/cc):OMC(%):Remarks:___________________________________________TechnicianMaterial EngineerLaboratory Manager

Proctor (2)PROCTOR TESTDescription of SampleDate Sampled:Source of MaterialsDate Tested:Sample LocationRef. No.:Depth of Sample:OBSERVATION SHEETType of CompactionType of MethodNo of Blows:Weight of RammerNo of Layers:Determination No.12345678Mould No.Volume of Mould (v)(cc)Mass of Mould (m1)(gm)Mass of Mould + Compacted Soil (m2)(gm)Mass of Compacted Soil (m3 = m2 - m1)(gm)Wet Density of Soil (Dw) = m3 / v(gm / cc)Container No.Mass of Container(gm)Mass of Wet Soil +Container(gm)Mass of Conatiner + Oven Dry Soil(gm)Mass of Water(gm)Mass of Oven Dry Soil(gm)Water Content(%)Dry Density of Soil (Dd) = 100 x Dw / (100 +w)(gm / cc)MDD(gm/cc):OMC(%):Remarks:___________________________________________TechnicianMaterial EngineerLaboratory Manager

&LLeighton - OSE JV&RIndore - Khalghat Highway&CKamala Kunj, Durga Nagar Corner, Hukuma Kheri, A.B. Road, Near Rajendra Nagar Police Station, Indore - 452009::::::

Sand Replacement DensityName of the Project: Four Laning of Indore - Khalghat section of NH-3 in MP on BOTName of the Employer: National Highways Authority of IndiaName of the Concessionaire: Oriental Pathways (Indore) Pvt. Ltd.Name of Independent Consultant: Sheladia Associate Inc.- Feedback JVName of the EPC Contractor: Oriental Structural Engineers Pvt. Ltd.Name of the EPC Sub-Contractor: LEIGHTON - OSE JVIN - SITU DENSITY BY SAND REPLACEMENT METHOD (IS: 2720, PART 28)Layer:Date Tested:Chainage:Bulk Density of Sand (d):Source of Material:Mass of Sand in Cyclinder Cone (m):MDD:Ref. No.:OMC:Cylinder No.Hole ChainageMass of Wet Soil from hole (m1)(gm)Mass of Cyclinder + Sand before pouring (m2)(gm)Mass of Cyclinder + remaining Sand after pouring (m3)(gm)Mass of Sand in hole (Ms) = m2 - m3 - m(gm)Volume of sand in the hole (v) = m / d(cc)Wet Density of Material = m1 / v(gm / cc)Container No.Mass of Container(gm)Mass of Wet Soil +Container(gm)Mass of Conatiner + Oven Dry Soil(gm)Mass of Water(gm)Mass of Oven Dry Soil(gm)Water Content(%)Dry Density of Soil (Dd) = 100 x Dw / (100 +w)(gm / cc)Average Dry densityRemarks:___________________________________________TechnicianMaterial EngineerLaboratory Manager

Free Swell IndexFREE SWELL INDEX (IS: 2720, PART 40)Sample Ref. No.:Date Sampled:Description of Sample:Date Tested:Sample Location:Source of Material:Observation SheetDetermination No.1231Mass of Dry Soil Passing 425 Sieve(gm)1010102Volume in water after 24hrs swell (Vd)(cc)3Volume in Kerosene after 24hrs (Vk)(cc)4Free Swell Index [(Vd - Vk) / Vk] 100(%)Remarks___________________________________________TechnicianMaterial EngineerLaboratory Manager

&LLeighton - OSE JV&RIndore - Khalghat Highway&CKamala Kunj, Durga Nagar Corner, Hukuma Kheri, A.B. Road, Near Rajendra Nagar Police Station, Indore - 452009

Free Swell Index (2)Name of the Project: Four Laning of Indore - Khalghat section of NH-3 in MP on BOTName of the Employer: National Highways Authority of IndiaName of the Concessionaire: Oriental Pathways (Indore) Pvt. Ltd.Name of Independent Consultant: Sheladia Associate Inc.- Feedback JVName of the EPC Contractor: Oriental Structural Engineers Pvt. Ltd.Name of the EPC Sub-Contractor: LEIGHTON - OSE JVFREE SWELL INDEX (IS: 2720, PART 40)Sample Ref. No.:Date Sampled:Description of Sample:Date Tested:Sample Location:Source of Material:Observation SheetDetermination No.1231Mass of Dry Soil Passing 425 Sieve(gm)1010102Volume in water after 24hrs swell (Vd)(cc)3Volume in Kerosene after 24hrs (Vk)(cc)4Free Swell Index [(Vd - Vk) / Vk] 100(%)Remarks___________________________________________TechnicianMaterial EngineerLaboratory Manager

Atterberg LimitName of the Project: Four Laning of Indore - Khalghat section of NH-3 in MP on BOTName of the Employer: National Highways Authority of IndiaName of the Concessionaire: Oriental Pathways (Indore) Pvt. Ltd.Name of Independent Consultant: Sheladia Associate Inc.- Feedback JVName of the EPC Contractor: Oriental Structural Engineers Pvt. Ltd.Name of the EPC Sub-Contractor: LEIGHTON - OSE JVATTERBERG LIMITS (IS : 2720, Part - 5)Sample Ref. No.:Date Sampled:Description of Sample:Date Tested:Sample Location::Source of Material:Observation SheetDetermination No.Liquid LimitPlastic Limit1234121. No of Drops(gm)2. Container No(gm)3. Mass of Container(gm)4. Mass of Wet Soil + Container(gm)5. Mass of Container + Oven dry soil(gm)6. Mass of Water(gm)7. Mass of Oven dry soil(gm)8. Water content(%)Average PLRemarks:___________________________________________TechnicianMaterial EngineerLaboratory Manager

Atterberg Limit (2)ATTERBERG LIMITS (IS : 2720, Part - 5)Sample Ref. No.:Date Sampled:Description of Sample:Date Tested:Sample Location::Source of Material:Observation SheetDetermination No.Liquid LimitPlastic Limit1234121. No of Drops(gm)2. Container No(gm)3. Mass of Container(gm)4. Mass of Wet Soil + Container(gm)5. Mass of Container + Oven dry soil(gm)6. Mass of Water(gm)7. Mass of Oven dry soil(gm)8. Water content(%)Average PLPlasticity Index (Liquid Limit - Plastic Index)=Remarks:___________________________________________TechnicianMaterial EngineerLaboratory Manager

&LLeighton - OSE JV&RIndore - Khalghat Highway&CKamala Kunj, Durga Nagar Corner, Hukuma Kheri, A.B. Road, Near Rajendra Nagar Police Station, Indore - 452009

CBR Page 1Name of the Project: Four Laning of Indore - Khalghat section of NH-3 in MP on BOTName of the Employer: National Highways Authority of IndiaName of the Concessionaire: Oriental Pathways (Indore) Pvt. Ltd.Name of Independent Consultant: Sheladia Associate Inc.- Feedback JVName of the EPC Contractor: Oriental Structural Engineers Pvt. Ltd.Name of the EPC Sub-Contractor: LEIGHTON - OSE JVCALIFORNIA BEARING RATON (CBR) TEST SOAKED (IS: 2720, PART 16)Sample Ref No:Date Sampled:Sample Location:Date Tested:Source of Materials:Depth of Sample:Description of Sample:Observation SheetType of Compaction:Mass of Original Sample:Type of Method:Soaking Period:Weight of Rammer:MDD:No. of Layers:OMC:Surcharge Weight:Determination No.No. of BlowsMould No.Volume of Mould (v)(cc)Mass of Mould (m1)(gm)Mass of Mould + Compacted Soil (m2)(gm)Mass of Compacted Soil (m3 = m2 - m1)(gm)Wet Density of Soil (Dw)= (m3 / v)(gm/cc)Container No.Mass of Container(gm)Mass of Wet Soil + Container(gm)Mass of Container + Oven dry soil(gm)Mass of Water(gm)Mass of Oven dry soil(gm)Water content(%)Dry Densiy of soil (Dd) = 100 x Dw / (100 + w)(gm/cc)Surcharge Weight usedSwelling DataInitial Reading at 0 hours(mm)Final Dial Reading at 96 hours(mm)Percentage Swelling(%)Remarks___________________________________________TechnicianMaterial EngineerLaboratory Manager

CBR Page 1 (2)CALIFORNIA BEARING RATON (CBR) TEST SOAKED (IS: 2720, PART 16)Sample Ref NoDate Sampled:Sample LocationDate Tested:Source of MaterialsDepth of Sample:Description of SampleObservation SheetType of CompactionMass of Original Sample:Type of MethodSoaking Period:Weight of RammerMDD:No. of LayersOMC:Surcharge WeightDetermination No.No. of BlowsMould No.Volume of Mould (v)(cc)Mass of Mould (m1)(gm)Mass of Mould + Compacted Soil (m2)(gm)Mass of Compacted Soil (m3 = m2 - m1)(gm)Wet Density of Soil (Dw)= (m3 / v)(gm/cc)Container No.Mass of Container(gm)Mass of Wet Soil + Container(gm)Mass of Container + Oven dry soil(gm)Mass of Water(gm)Mass of Oven dry soil(gm)Water content(%)Dry Densiy of soil (Dd) = 100 x Dw / (100 + w)(gm/cc)Remarks___________________________________________TechnicianMaterial EngineerLaboratory Manager

&LLeighton - OSE JV&RIndore - Khalghat Highway&CKamala Kunj, Durga Nagar Corner, Hukuma Kheri, A.B. Road, Near Rajendra Nagar Police Station, Indore - 452009:::::::::

CBR Page 2Name of the Project: Four Laning of Indore - Khalghat section of NH-3 in MP on BOTName of the Employer: National Highways Authority of IndiaName of the Concessionaire: Oriental Pathways (Indore) Pvt. Ltd.Name of Independent Consultant: Sheladia Associate Inc.- Feedback JVName of the EPC Contractor: Oriental Structural Engineers Pvt. Ltd.Name of the EPC Sub-Contractor: LEIGHTON - OSE JVCALIFORNIA BEARING RATIO (CBR) PENETRATION TEST (SOAKED)Proving Ring No:Sample Ref No:Date Sampled:Proving Ring Constant:Sample Location:Date Tested:Penetration Rate:Source of Materials:Depth of Sample:Description of Sample:Penetration (mm)Determination No.123Load Dial Guage (Div)Load (Kg)Corrected Load (Kg)Load Dial Guage (Div)Load (Kg)Corrected Load (Kg)Load Dial Guage (Div)Load (Kg)Corrected Load (Kg)0.000.501.001.502.002.503.004.005.007.5010.0012.50CBR of Specimen at 2.50mm:CBR of Specimen at 5.00mm:CBR Vaue:Result of repeated test (If Conducted):Remarks___________________________________________TechnicianMaterial EngineerLaboratory Manager

CBR Page 2 (2)CALIFORNIA BEARING RATIO (CBR) PENETRATION TEST (SOAKED)Proving Ring No:Sample Ref No:Date Sampled:Proving Ring Constant:Sample Location:Date Tested:Penetration Rate:Source of Materials:Depth of Sample:Description of Sample:Penetration (mm)Determination No.123Load Dial Guage (Div)Load (Kg)Corrected Load (Kg)Load Dial Guage (Div)Load (Kg)Corrected Load (Kg)Load Dial Guage (Div)Load (Kg)Corrected Load (Kg)0.000.501.001.502.002.503.004.005.007.5010.0012.50CBR of Specimen at 2.50mm:CBR of Specimen at 5.00mm:CBR Vaue:Result of repeated test (If Conducted):Remarks___________________________________________TechnicianMaterial EngineerLaboratory Manager

&LLeighton - OSE JV&RIndore - Khalghat Highway&CKamala Kunj, Durga Nagar Corner, Hukuma Kheri, A.B. Road, Near Rajendra Nagar Police Station, Indore - 452009

MarshallPROJECT NAMEConsultant:Contractor:HOT - MIX DATA BY THE MARSHALL METHODAsphalt Institute MS - 2, ASTM D 1559Location / Source:Description of Sample: Dense Bituminous MacadamSp.Gr. of Asp. Cem. (Gsa): 1.032Date Sampled:Penetration Grade: 60 / 70Date Tested:SI.NoSAMPLESET IAverageSpecifications1231Sample Height, mm---2Wt. of Sample in Air, g3Wt.of SSD Sample in Air, g4Wt. of Sample in Water, g5Bulk Volume, cc0.00.00.06Bulk Density(Gmb), g/cc0.0000.0000.0000.0007Asp. Cem, by Wt. of Mix, %3.6% to 4.2%8Bulk Sp.G. Aggregate(Gsb)9Effective Sp.G. Aggregate(Gse)10Max Sp.G. Aggregate(Gmm)100/((Pa/Gse)+(Pb/sp of Bitu.)0.00011Vol. of Voids(VIM), %100 - (100*Gmb)/Gmm0.03% to 5%12Voids in Mineral Aggr.(VMA), %100 - (Ps*Gmb)/Gsb0.0Min 13%13Voids Filled w/ Asp.(VFB), %100(VMA-VIM)/VMA0.065% to 75%14Stability ( Measured), kg15Correl. Ratio,1.001.001.0016Stability (Adjusted), kg0.00.00.00.0Min 820kg17Loss of Stability, %18Flow, mm0.002mm to 4mm19Rigidity Ratio000020Swell, %Remarks :Submitted by:Checked by:Material EngineerMaterial EngineerContractor RepresentativeConsultant Representative