MONTHLY PROGRESS REPORT FOR THE MONTH OF APRIL ( SEC - A & SEC - B) Specifica tions

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Pamela Sabina Potter
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1 Client Independent Engineer Concessionaire EPC Contractor Sub Contractor Sl No. 1 EARTH WORK : OGL : NATIONAL HIGHWAYS AUTHORITY OF INDIA : CDM SMITH Inc JV with WILBUR SMITH ASSOCIATES Pvt Ltd. : HK TOLL ROAD PVT. LTD. : RELIANCE UTILITY ENGINEERS PVT.LTD. : LARSEN & TOUBRO LIMITED-ECC DIVISION ATTERBERGS LIMIT OF CONSISTENCY IS 2720 Part 5 1test/250m MODIFIED PROCTOR IS 2720 Part 8 1test/250m GRADATION / SAND CONTENT IS 2720 Part 4 1test/250m CBR IS 2720 Part 16 1test/250m FREE SWELL INDEX IS 2720 Part 40 As F.D.D. TEST FOR OGL (Nos) IS 2720 Part 28 1 test/1000 sqm EARTH WORK : Embankment/Subgrade (Borrow Area Soil ) 2.01 ATTERBERGS LIMIT OF CONSISTENCY IS 2720 Part 5 2 test/3000 cum MODIFIED PROCTOR IS 2720 Part 8 2 test/3000 cum FREE SWELL INDEX IS 2720 Part 40 As GRADATION / SAND CONTENT IS 2720 Part 4 2 test/3000 cum C.B.R. IS 2720 Part 16 1 test/3000 cum DELETERIOUS CONTENT IS 2720 Part 27 1 test per Source C AND ø VALUE IS 2720 Part 13 1 test/ 3000 Cum EARTH WORK : Embankment/Subgrade ( Control Sample) 3.01 ATTERBERGS LIMIT OF CONSISTENCY IS 2720 Part 5 2 test/3000 cum MODIFIED PROCTOR IS 2720 Part 8 2 test/3000 cum FREE SWELL INDEX IS 2720 Part 40 As GRADATION / SAND CONTENT IS 2720 Part 4 2 test/3000 cum C AND ø VALUE IS 2720 Part 13 1 test/ 3000 Cum C.B.R. IS 2720 Part 16 1 test/3000 cum F.D.D. TEST FOR Embankment (In Nos) IS 2720 Part 28 1 test/1000 sqm F.D.D. TEST FOR SUBGRADE (In Nos) IS 2720 Part 28 1 test/500 sqm F.D.D. TEST FOR SHOULDER (In Nos) IS 2720 Part 28 1 test/500 sqm GSB Design Mix (Including Stock Pile) Six Laning of Hosur - Krishnagiri Section of NH-7 from Km to Km (Length Km 59.87) in the State of Tamil Nadu under NHDP Phase V as BOT(Toll) on DBFOT Pattern IS tion /Method MONTHLY PROGRESS REPORT FOR THE MONTH OF APRIL ( SEC - A & SEC - B) RPD/ID/MPR/T/81 in Current required cumulative cumulative done Current to 4.01 GRADATION Table 400-1,Gr ATTERBERGS LIMIT OF CONSISTENCY IS 2720 Part MODIFIED PROCTOR IS 2720 Part C.B.R. IS 2720 Part % FINES VALUE BS : 812 Part WATER ABSORPTION IS 2386 Part DELETERIOUS CONTENT IS 2720 Part

2 5 GSB (site sample) IS tion /Method in Current required cumulative cumulative done Current to 5.01 GRADATION Table 400-1,Gr1 1test/200 cum ATTERBERGS LIMIT OF CONSISTENCY IS 2720 Part 5 1test/200 cum MODIFIED PROCTOR IS 2720 Part 8 As C.B.R. IS 2720 Part 16 As % FINES VALUE BS : 812 Part 3 As WATER ABSORPTION IS 2386 Part 3 As DELETERIOUS CONTENT IS 2720 Part 27 As F.D.D. TEST FOR G.S.B (In Nos) IS 2720 Part 28 1test/500 sqm WMM Mix Design 6.01 INDIVIDUAL GRADATION Table COMBINED GRADATION Table ATTERBERGS LIMIT OF CONSISTENCY IS 2720 Part MODIFIED PROCTOR IS 2720 Part E.I. & F.I. IS 2386 Part A.I.V./L.A.A.V IS 2386 Part WATER ABSORPTION IS 2386 Part SOUNDNESS IS 2386 Part WMM (Site sample) 7.01 GRADATION Table test/100 cum ATTERBERGS LIMIT OF CONSISTENCY IS 2720 Part 5 1test/100 cum MODIFIED PROCTOR IS 2720 Part 8 As E.I. & F.I. IS 2386 Part 1 1test/200 cum A.I.V.or L.A.A.V IS 2386 Part 4 1test/200 cum WATER ABSORPTION IS 2386 Part 3 As SOUNDNESS IS 2386 Part 5 As F.D.D. TEST FOR W.M.M. (In Nos) IS 2720 Part 28 1set/500sqm CONCRETE MATERIALS 8.01 GRADATION OF FINE AGGREGATES IS 383 1test/day GRADATION OF AGGREGATE (20mm) IS 383 1test/day GRADATION OF AGGREGATE (12.5 mm/10mm) IS 383 1test/day COMBINED GRAD. OF AGGREGATE IS 383 1test/day FI (20mm & 10.00mm) IS 2386 Part 1 As A.I.V.or L.A.A.V IS 2386 Part 4 As SPECIFIC GRAVITY IS 2386 Part 3 As WATER ABSORPTION IS 2386 Part 3 As PETROGRAPHIC EXAMINATION IS 2386 Part 8 As ALKALI SILKA REACTIVITY IS 2386 Part 7 As

3 IS tion /Method 9 COMP.STRENGTH OF CUBES (SITE FOR STRUCTURES) (IN SETS) in Current required cumulative cumulative done Current to 9.01 M-15 (PCC) Days M-20 (Kerb) Days M-20 (PCC) Days 1-5 cum= sample, RCC M cum= Days sample, cum= RCC M-30 3sample, Days cum = sample, 51cum RCC M-35 and above Days sample for every M-35 Pile IS cum Days RCC M Days M 45 PSC Days M40 Paver Block Days PQC (M-40) Cube 150 m 3 = 2 Cubes Days PQC (M-40) m 3 = 2 Beams Flexure test 28 Days D.L.C. 3 Cube/ 1000sqm Days Grouting COMP.STRENGTH OF CUBES (FOR DESIGN MIX TRIALS-INSET) M Days M-20 (Kerb) Days M Days M Days M Days M Days IS 516

4 IS tion /Method in Current required cumulative cumulative done Current to IS M-35 Pile Days M Days M-45 PSC Days PQC (M-40) Cube Days PQC (M-40) Flexure test 28 Days D.L.C Days CONSISTENCY IS INITIAL SETTING TIME IS FINAL SETTING TIME IS SOUNDNESS TEST IS FINENESS IS Every batch COMPRESSIVE STRENGTH IS days days days LIME SATURATION IS Al2O3/Fe2O3 IS Once per source INSOLUBLE RESIDUE IS MgO (%) IS CEMENT (OPC 53 Grade) REINFORCEMENT STEEL (FE500D TATA, FE 500 / FE500D SAIL & JSW ) DIAMETER OF BAR TESTED(mm) IS 1786 Every Lot YIELD STRESS/0.2% PROOF STRESS (N/mm 2 ) IS TENSILE STRENGTH (N/mm 2 ) IS ELONGATION (%) IS MASS PER METER RUN (kg/m) IS 1786 Every Lot BEND TEST IS REBEND TEST IS DIAMETER IS CARBON % IS SULPHAR % IS 1786 Every Lot PHOSPHORAS % IS SULPHAR + PHOSPHORAS % IS

5 14.A IS tion /Method in Current required cumulative cumulative done Current to INTERNAL DIAMETER PF PIPE (mm) IS BARREL WALL THICKNESS (mm) IS LENGTH (m) IS THREE EDGE BEARING TEST IS Every Lot HYDROSTATIC TEST IS WATER ABSORP. / PERMEABILITY TEST IS TOTAL WEIGHT OF REINFORCEMENT/m IS B HUME PIPE NP-4 HUME PIPE NP INTERNAL DIAMETER PF PIPE (mm) IS BARREL WALL THICKNESS (mm) IS LENGTH (m) IS THREE EDGE BEARING TEST IS Every Lot HYDROSTATIC TEST IS WATER ABSORP. / PERMEABILITY TEST IS TOTAL WEIGHT OF REINFORCEMENT/m IS Bitumen (VG-30) Penetration IS: Every Lot Softening IS: Every Lot Absolute Viscosity at 60 o C (Poise) IS: Once in a week Kinematic Viscosity at 135 o C (cst) IS: Every Lot Specific Gravity IS: Once in a week Third party tests CRMB Penetration IS: Softening IS: Test per Lot Elastic Recovery IS: Separation IS: TFOT IS: Once in a week Specific Gravity IS: Dense Bitumenous Macadam (Grade - II) Bitumen Extraction Test 1 Test/400MT Gradation of Ext. Aggregate Table , Grad.II 1 Test/400MT Gradation of Dry Mix Aggregate Table , Grad.II 1 Test/400MT FI+EI IS 2386 Part 1 1 Test/50M AIV IS 2386 Part 4 1 Test/50M Marshall Density (In Set) ASTM D Test/400MT Core Density ASTM D Test/250sqm Water Sensitivity Test

6 20 Bituminous Concrete (Grade-II) IS tion /Method in Current required cumulative cumulative done Current to Bitumen Extraction Test 1 Test/400MT Gradation of Ext. Aggregate Table , Grad.I 1 Test/400MT Gradation of Dry Mix Aggregate Table , Grad.I 1 Test/400MT FI+EI IS 2386 Part 1 1 Test/50M AIV IS 2386 Part 4 1 Test/50M Marshall Density (In Set) ASTM D Test/400MT Core Density ASTM D Test/250sqm Mastic Asphalt Bitumen Extraction Test 1 Test / day Individual Gradation of Coarse Agg. (13mm) Table Test / day Com. Gradation of Stone Dust & Filler (Lime) Table Test / day Aggregate Impact Value IS 2386 Part 4 1 Test / day Casting of Moulds(set) IS Test/day Bitumen Emulsion (SS-1) Viscosity test IS:8887 Every Lot Rate of Spread for Prime Coat Table test / 500sqm Bitumen Emulsion (RS-1) Viscosity test IS:8887 Every Lot Rate of Spread for Tack Coat Table test / 500sqm Elastomeric Bearing IRC Axial Load Test 1Test per Lot Ultimate Compressive Strength 1Test per Lot Adhesion strength 1Test per Lot Shear Modulus 1Test per Lot Aggregate Stone Polish valuve 1 Test per Source Admixture IS Test per Lot Water IS Test per Source Lime IS Test per Source Anti Stripping Agent IS Test per Source Bitumen VG-30 IS Bitumen CRMB - 60 IRC SP CEMENT (OPC 53 Grade) TATA HT STANDS GEO GRID PERMEABILITY TEST (GSB) IS NITO BAND EPOXY ROCK CORE SAMPLE Thermoplastic paint PAVER BLOCK

Total No. of tests conducted till October'13

Total No. of tests conducted till October'13 Sl. No. Description of Test Kind of Test October'13 No. of Tests conducted in the month of Completed Passed Failed Completed Passed Failed Completed Passed Failed 1 Atterberg's Limit 254 254 0 0 0 0 254