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Monthly Inspection Report #63, June 2014 –July 2014Independent Engineer forChennai-Tada Section of NH-5
5.2.6 Quality Control
Borrow Area No.16 (Thirunillai) reviewed and recommended forapproval.
Q Mix Plan (Ready Mix Concrete Plant) visited and reviewed thecredentials.
Aggregates and River Sand & Crusher sand, Cement, Admixturesamples collected and concrete mix designs in progress at the sameplant.
Environmental Monitoring at different locations in the Project HighwayDone.
Water samples (Drinking Water & Construction Water) collected at TollPlaza and at Km.50+900 LHS Base Camp and send to Third PartyTesting.
Signboards (3mm ACP) and Gantry samples collected and tested atThird Party Lab (Omega Lab at Guindy) test results are satisfactory.
Routine tests on Materials (Soil, Flyash, Cement, Aggregate, GSB,WMM, Mastic Asphalt, Road Marking Material) as per respective codalspecifications are conducting at GVR Lab daily as per Section 900 ofMoRT&H.
PENDING ISSUE
BC (Grading-1) Trial Stretch Reports.
Environment monitoring at different locations for August’2013,September’2013, October’2013, November’2013 & December’2013.
Cement, Emulsion (RS-1) samples send to Third Party tests awaitingfor results.
PVC Pipes, Paver Blocks and Tiles samples at Toll Plaza send toThird Party tests awaiting for results.
Ponding Test for Expansion Joints about at Km.26+656, Km.53+807& wherever maintenance is going on i.e replacement of expansionjoints.
NP2, NP4 Hume Pipes Tests at Toll Plaza.
NP4 Hume Pipes tests at 54+400 RHS Pipe Factory.
Monthly Inspection Report #63, June 2014 –July 2014Independent Engineer forChennai-Tada Section of NH-5
Source Approvals of All Materials till 15-07-2014
Sl.No. Description Sources Status Remarks
1 Borrow Areas
1, 2 , 2A , 2B , 2C , 2D , 2E , 3 , 4 , 5, 5A, 6, 6A,6A (Ext.), 7, 7A, 8, 8A, 8B, 8C, 9, 9A, 9B, 10, 11,12, Nelavoyal Quarry Over Burden Soil, 14, 14A,14B, 14C, 10A, 10B, 10C, 10D, 10E, 10F, 10G,15, 15A, 15B, 15C, 15D, 15E, 15F, 15G, 15H, 16
Reviewed
2ReinforcementSteel (Fe-500
Grade)
1. RINL – 10mm, 12mm, 16mm, 20mm, 25mm,
28mm,32mm
2. SAIL – 8mm, 10mm, 12mm, 20mm, 25mm,
32mm, ISA (90x90x6), ISA (50x50x6), ISMB
250, Flat (150x6)mm, Plates (6mm, 8mm,
10mm, 25mm, 30mm) thick, Chequered Plate
6mm thick.
3. TATA TISCON – 8mm, 10mm, 12mm, 16mm,
20mm, 25mm
4. SRMB – 6mm
5. Jindal Steel Works – ISMC 250, GI Pipe
100mm
6. Vizag – ISMC 150, 10mm, 12mm, 25mm
7. JSPL – ISMC 125, ISMC 200
Reviewed
3Ordinary
Portland Cement(53 Grade)
1. Ultra Tech Cement
2. Penna Cement
3. Mahagold Cement
4. Zuari Cement
5. Sagar Cement
6. Coromandel Cement
Reviewed
4 Admixture
1. Flocrete-N, Superflo, SuperFlo SPL (Don
Chemicals)
2. Glenium SKY 777 (BASF)
3. Shaliplast
Reviewed
5 CoarseAggregate
1. Nagari Concrete Reviewed2. Keerapakkam Concrete Reviewed3. Sri Kalahasti Concrete, GSB, WMM Reviewed4. 7 Hills Concrete (10mm) Reviewed5. Nelavoyal GSB, WMM, DBM Reviewed6. Walajha Ray Mix Concrete Reviewed
6 Fine Aggregate1. Crusher Dust
Nagari, Keerapakkam, SriKalahasti, 7 Hills, Nelavoyal,Walaja
Reviewed
2. River Sand Palar River, Nellore Reviewed
Monthly Inspection Report #63, June 2014 –July 2014Independent Engineer forChennai-Tada Section of NH-5
Source Approvals of All Materials till 15-07-2014
Sl.No. Description Sources Status Remarks
7 Water
1. 35+650 RHS L&T Camp Reviewed
2. 50+750 LHS Batching Plant – 2 Reviewed
3. 26+656 Bore well Reviewed
4. 31+106 Bore well Reviewed
5. 44+695 Bore well Reviewed
6. 47+737 Bore well Reviewed
7. Toll Plaza Bore well Reviewed
8 Hume PipesNP-4 & NP-2
1. Tamil Nadu Spun Pipe Company, Pollachi
550Km from L&T Base Camp
2. South India Spun Pipe Company , Namakkal
350Km from L&T Camp
3. Sai Padma Spun Pipes, Tirupathi, Andhra
Pradesh
4. Appan Thunai Spun Pipe Industries, Pollachi
550Km from L&T Base Camp
5. Chennai Spun Pipes Industries Pollachi
550Km from L&T Base Camp
6. K.K. Spun Pipes, Chennai, 1km from L&T
Base Camp
7. Indian Spun Pipes Works, Karur
8. GVR Pipes, 24km from L&T Base Camp
Reviewed
9 GSB1. Sri Kalahasti
2. Nelavoyal Reviewed
10 WMM
1. Nelavoyal (40mm), Sri Kalahasti (20mm,
10mm, Dust)
2. Nelavoyal (40mm, 10mm, Dust), Sri Kalahasti
(20mm)
3. Nelavoyal (40mm, 20mm, 10mm, Dust)
Reviewed
11 DBM, BM & BC 1. Nelavoyal
12Filter MediaBackfillingMaterial
1. Sri Kalahasti (40mm,20mm) / Crusher Dust
for Backfilling
2. Nelavoyal (40mm, 10mm) / Crusher Dust and
Palar River Sand
3. Nelavoyal (Varadhapalayam Borrow Area
No.4-A)
Reviewed
Monthly Inspection Report #63, June 2014 –July 2014Independent Engineer forChennai-Tada Section of NH-5
Source Approvals of All Materials till 15-07-2014
Sl.No. Description Sources Status Remarks
12Filter MediaBackfillingMaterial
4. Borrow Area No.12 (Palavakkam)
5. Borrow Area No.14 (Vaniyamalli)
6. Borrow Area No.10 (Soorapoondi)
7. Fly ash (NTPC) / Nelavoyal (20mm) for RE
Wall
8. Nelavoyal (40, 10) / BA No.8 (Sanaputhur)
9. Nagari (Crusher Dust) / BA No.7 (Booduru)
13 Pipe BeddingMaterial
1. Sri Kalahasti (Crusher dust)
2. Nelavoyal (Crusher Dust) Reviewed
14Ground
ImprovementMaterial
Nelavoyal (Crusher Dust) Reviewed
15 HDPE Pipes REX POLYEXTRUSION Ltd. Reviewed
16 VOID Pharmas Dynamic Prestress (I) Pvt. Ltd. Reviewed
17 Anchor Cones Tech 9 Engineering Solutions Pvt. Ltd. Reviewed
18 Bentonite Vidya Enterprises Reviewed
19 HT Strands M/s. Usha Martin, Ranchi Reviewed
20 ElastomericBearings M/s. MEGEBA Bridge Products Pvt. Ltd. Reviewed
21 Bitumen
1. M/s. Chennai Petroleum Corporation Limited
(CPCL) (VG-30)
2. M/s. OSNAR Chemicals Pvt. Ltd (PMB-40E)
3. M/s Hi Tech Bitumen Products (10/20)
4. M/s.Tiki Tar (10/20), Mangalore
Reviewed
CPCL (VG-10), HPCL (VG-10), Ooms Polymer (PMB-
40(E)) Pending
22 Anchor Heads Tech 9 Engineering Solutions Pvt. Ltd. Reviewed
23 Curing Comp. Sika - Antisoul E (WP), BASF - MASTERKURE 107i,SWC Reviewed
24 Geogrid, Geotext Tech Fab India Industries Ltd Reviewed
25 BitumenEmulsion
IWL Bitumen Products, Chennai & Hinkol Coals Ltd,Chennai, Muthoos Enterprises, Hi-Tech Bitumen Reviewed
26 Anti Stripp Agent DERBO-401 Liquid, Petrochem Specialties Reviewed
27 Rubber Pads M/s. Kantam Rubber Products, Hyderabad Reviewed
28 Bartech Couplers Dextra India Pvt. Ltd, Kantaflux Reviewed
29 Expansion Joints Z-Tech India Pvt. Ltd, Kantaflux Reviewed
30 Mastic Asphalt1. Nelavoyal
2. Seven Hills Reviewed
31 Ray MixConcrete (Minjur)
M-15, M-20 PCC, M-20 RCC, M-25 RCC, M-25 PCC,M-35, M-40, M-45, DLC & PQC (M-45) Reviewed
Monthly Inspection Report #63, June 2014 –July 2014Independent Engineer forChennai-Tada Section of NH-5
Tests Carried out up to the month of June’2014
Sl.No. Description of Test TestFrequency
June’14 Upto June’14 TotalUpto
June’14
Upto June’14(Total % of
Witness by IE) Remarks
IE CTTL IE CTTL IE (%) CTTL (%)
1 OGL
Free Swell Index 1 Test/ 1500 m³ 0 0 91 192 283 32 68
Gradation 1 Test/ 1500 m³ 0 0 91 194 285 32 68
Modified Proctor 1 Test/ 1500 m³ 0 0 91 194 285 32 68
Atterberg Limits 1 Test/ 1500 m³ 0 0 91 194 285 32 68
CBR 1 Test/ 3000 m³ 0 0 42 56 98 43 57
Moisture Content 1 Test/ 250 m³ 0 0 761 1437 2198 35 65
Field dry density 1 Set/ 1000 m² 0 0 892 1497 2389 37 63 1 set = 6 test
2 Embankment
Free Swell Index 1 Test/ 1500 m³ 5 5 43 71 114 38 62
Gradation 1 Test/ 1500 m³ 5 5 43 71 114 38 62
Modified Proctor 1 Test/ 1500 m³ 5 5 43 69 112 38 62
CBR 1 Test/ 3000 m³ 0 0 0 1 1 0 100
Atterberg Limits 1 Test/ 1500 m³ 5 5 43 70 113 38 62
Moisture Content 1 Test/ 250 m³ 38 71 4503 8798 13301 34 66
Field dry density 1 Set/ 1000 m² 38 71 4639 8792 13431 35 65 1 set = 6 test
Monthly Inspection Report #63, June 2014 –July 2014Independent Engineer forChennai-Tada Section of NH-5
Tests Carried out up to the month of June’2014
Sl.No. Description of Test TestFrequency
June’2014 Upto June’2014 TotalUpto
June’14
Upto June’2014(Total % of
Witness by IE) Remarks
IE CTTL IE CTTL IE (%) CTTL (%)
3 Sub grade
Free Swell Index 1 Test/ 1500 m³ 0 0 187 225 412 45 55
Gradation 1 Test/ 1500 m³ 0 0 178 216 394 45 55
Modified Proctor 1 Test/ 1500 m³ 0 0 177 216 393 45 55
Atterberg Limits 1 Test/ 1500 m³ 0 0 176 216 392 45 55
CBR 1 Test/ 3000 m³ 0 0 103 118 221 47 53 1 set = 3 moulds
Moisture Content 1 Test/ 250 m³ 90 168 5960 12252 18212 33 67
Field dry density 1 Test/ 500 m² 90 168 5960 12252 18212 33 67
4 Existing Shoulder
Free Swell Index 1 Test/ 1500 m³ 0 0 111 231 342 33 67
Gradation 1 Test/ 1500 m³ 0 0 111 231 342 33 67
Modified Proctor 1 Test/ 1500 m³ 0 0 111 232 343 32 68
Atterberg Limits 1 Test/ 1500 m³ 0 0 114 234 348 33 67
CBR 1 Test/ 3000 m³ 0 0 58 64 122 48 52 1 set = 3 moulds
Moisture Content 1 Test/ 250 m³ 0 0 242 446 688 35 65
Field dry density 1 Test/ 500 m² 0 0 242 446 688 35 65
Monthly Inspection Report #63, June 2014 –July 2014Independent Engineer forChennai-Tada Section of NH-5
Tests Carried out up to the month of June’2014
Sl.No. Description of Test TestFrequency
June’2014 Upto June’2014 TotalUpto
June’14
Upto June’2014(Total % of
Witness by IE) Remarks
IE CTTL IE CTTL IE (%) CTTL (%)
5 Existing Service Road
Free Swell Index 1 Test/ 1500 m³ 0 0 4 4 8 50 50
Gradation 1 Test/ 1500 m³ 0 0 4 4 8 50 50
Modified Proctor 1 Test/ 1500 m³ 0 0 4 4 8 50 50
Atterberg Limits 1 Test/ 1500 m³ 0 0 4 4 8 50 50
CBR 1 Test/ 3000 m³ 0 0 4 4 8 50 50
Moisture Content 1 Test/ 250 m³ 0 0 0 0 0 0 0
Field dry density 1 Test/ 500 m² 0 0 0 0 0 0 0
10% Fines Value 1 Test/ Source 0 0 0 0 0 0 0
Moisture Content 1 Test/ 200 m³ 0 0 0 0 0 0 0
Field dry density 1 Test/ 500 m² 0 0 0 0 0 0 0
6 GSB
Gradation 1 Test/ 200 m³ 4 3 469 619 1088 43 57
Modified Proctor As Required 0 0 0 2 2 0 100
Atterberg Limits 1 Test/ 200 m³ 4 3 451 558 1009 45 55
CBR As Required 0 0 1 2 3 33 67
Monthly Inspection Report #63, June 2014 –July 2014Independent Engineer forChennai-Tada Section of NH-5
Tests Carried out up to the month of June’2014
Sl.No. Description of Test TestFrequency
June’2014 Upto June’2014 TotalUpto
June’14
Upto June’2014(Total % of
Witness by IE) Remarks
IE CTTL IE CTTL IE (%) CTTL (%)
6 GSB
Water Absorption 1 Test/ 200 m³ 0 0 0 0 0 0 0
Specific Gravity 1 Test/ Source 0 0 0 0 0 0 0
10% Fines Value 1 Test/ Source 0 0 1 1 2 50 50
Moisture Content 1 Test/ 200 m³ 14 27 2602 4832 7434 35 65
Field dry density 1 Test/ 500 m² 14 27 2602 4832 7434 35 65
7 WMM
Gradation 1 Test/ 100 m³ 10 6 976 860 1836 53 47
Modified Proctor As Required 0 0 5 4 9 56 44
Atterberg Limits 1 Test/ 100 m³ 10 6 944 856 1800 52 48
Flakiness & Elongation Index 1 Test/ 200 m³ 3 5 534 519 1053 51 49
Water Absorption As Required 0 0 26 20 46 57 43
Specific Gravity As Required 0 0 0 0 0 0 0
Aggregate Impact Value 1 Test/ 200 m³ 3 5 517 514 1031 50 50
Los Angeles Abrasion Value As Required 0 0 10 6 16 63 38
Moisture Content 1 Test/ 200 m³ 40 77 3863 7224 11087 35 65
Field dry density 1 Test/ 500 m² 40 77 3864 7211 11075 35 65
Monthly Inspection Report #63, June 2014 –July 2014Independent Engineer forChennai-Tada Section of NH-5
Tests Carried out up to the month of June’2014
Sl.No. Description of Test TestFrequency
June’2014 Upto June’2014 TotalUpto
June’14
Upto June’2014(Total % of
Witness by IE) Remarks
IE CTTL IE CTTL IE (%) CTTL (%)
8 FA for Concrete
Gradation 1 Test/ day 2 3 528 731 1259 42 58
Silt Content 0 0 41 48 89 46 54
Specific Gravity 0 0 5 5 10 49 51
Water Absorption 0 0 10 8 18 55 45
9 CA for Concrete
Gradation 1 Test/ day 2 3 528 683 1210 44 56
Specific Gravity 0 0 3 6 9 36 64
Aggregate Impact Value 2 3 208 217 425 49 51
Aggregate Crushing Value 0 0 0 0 0 0 0
Los Angeles Abrasion Value 0 0 0 1 1 30 70
Soundness Test 0 0 0 0 0 0 0
Flakiness & Elongation Index 1 Test/Week 2 3 213 242 455 47 53
Water Absorption 0 0 4 7 11 35 65
Monthly Inspection Report #63, June 2014 –July 2014Independent Engineer forChennai-Tada Section of NH-5
Tests Carried out up to the month of June’2014
Sl.No. Description of Test TestFrequency
June’2014 Upto June’2014 TotalUpto
June’14
Upto June’2014(Total % of
Witness by IE) Remarks
IE CTTL IE CTTL IE (%) CTTL (%)
10 (a) Concrete Cube (7 Days) 1 Set=3 Cubes
M10(DLC) 8 13 470 684 1154 41 59
M-15 PCC 4 3 31 35 66 47 53
M20 PCC 0 1 670 877 1547 43 57
M-20 RCC 6 7 573 509 1082 53 47
M-20 Kerb 12 16 66 73 139 47 53
M-25 0 0 91 160 251 36 64
M-30 0 0 68 24 92 74 26
M-35 PILE 0 0 140 140 280 50 50
M-35 RCC 12 15 848 1299 2147 39 61
M-40 5 9 391 735 1126 35 65
M-45(PQC) 0 0 0 0 0 0 0
M-50 0 0 75 136 211 36 64
M-55 0 0 3 6 9 30 70
Grout Cubes 0 0 17 18 35 48 52
CIP Downstrand 0 0 0 0 0 0 0
Monthly Inspection Report #63, June 2014 –July 2014Independent Engineer forChennai-Tada Section of NH-5
Tests Carried out up to the month of June’2014
Sl.No. Description of Test TestFrequency
June’2014 Upto June’2014 TotalUpto
June’14
Upto June’2014(Total % of
Witness by IE) Remarks
IE CTTL IE CTTL IE (%) CTTL (%)
(b) Concrete Cube (28 Days) 1 Set=3 Cubes
M10(DLC) 15 17 728 820 1548 47 53
M-15 6 11 24 37 61 39 61
M-20 PCC 0 2 918 924 1842 50 50
M-20 RCC 3 4 1116 868 1984 56 44
M-20 Kerb 40 50 244 303 547 45 55
M-25 0 0 1 3 4 25 75
M-30 0 0 31 17 48 65 35
M-35 PILE 0 0 530 282 812 65 35
M-35 RCC 6 10 2944 1630 4574 64 36
M-40 0 0 1182 929 2111 56 44
M-45(PQC) 0 0 0 0 0 0 0
M-50 0 0 210 157 367 57 43
M-55 0 0 0 0 0 0 0
Grout Cubes 0 0 0 0 0 0 0
Monthly Inspection Report #63, June 2014 –July 2014Independent Engineer forChennai-Tada Section of NH-5
Tests Carried out up to the month of June’2014
Sl.No. Description of Test TestFrequency
June’2014 Upto June’2014 TotalUpto
June’14
Upto June’2014(Total % of
Witness by IE) Remarks
IE CTTL IE CTTL IE (%) CTTL (%)
11 (a)Concrete Trial Mix (7 Days) 1 Set=3 Cubes
M-15 0 0 26 42 67 38 62
M-20 PCC 0 0 38 74 112 34 66
M-20 RCC 0 0 6 7 13 46 54
M-20 Kerb 0 0 12 9 21 57 43
M-25 RCC 0 0 20 30 50 40 60
M-25 PCC 0 0 1 0 1 100 0
M-30 0 0 42 83 125 34 66
M-35 PILE 0 0 39 66 105 37 63
M-35 RCC 0 0 23 7 30 77 23
M-40 0 0 25 49 74 34 66
M-45 0 0 20 26 46 43 57
M-50 0 0 6 9 15 40 60
M-55 0 0 36 85 121 30 70
M-60 0 0 0 2 2 0 100
Grout Mix 0 0 1 1 2 50 50
Cover Blocks 0 0 0 0 0 0 0Pavement Quality Concrete
(M-45) 0 0 2 0 2 100 0
Monthly Inspection Report #63, June 2014 –July 2014Independent Engineer forChennai-Tada Section of NH-5
Tests Carried out up to the month of June’2014
Sl.No. Description of Test TestFrequency
June’2014 Upto June’2014 TotalUpto
June’14
Upto June’2014(Total % of
Witness by IE) Remarks
IE CTTL IE CTTL IE (%) CTTL (%)(b)Concrete Trial Mix (28
Days) 1 Set=3 Cubes
M-15 0 0 25 18 43 58 42
M-20 PCC 0 0 3 0 3 100 0
M-20 RCC 0 0 49 20 69 71 29
M-20 Kerb 0 0 12 7 19 63 37
M-25 PCC 0 0 3 0 3 100 0
M-25 RCC 0 0 20 2 22 91 9
M-30 RCC 0 0 50 10 60 83 17
M-35 PILE 0 0 18 8 26 69 31
M-35 RCC 0 0 33 19 52 63 37
M-40 0 0 22 23 45 49 51
M-45 0 0 9 0 9 100 0
M-50 0 0 8 2 10 80 20
M-55 0 0 12 0 12 100 0
M-50 0 0 3 4 7 43 57
PQC (M-45) 0 0 3 0 3 100 0
Cover Blocks 0 0 0 1 1 0 100
Monthly Inspection Report #63, June 2014 –July 2014Independent Engineer forChennai-Tada Section of NH-5
Tests Carried out up to the month of June’2014
Sl.No. Description of Test TestFrequency
June’2014 Upto June’2014 TotalUpto
June’14
Upto June’2014(Total % of
Witness by IE) Remarks
IE CTTL IE CTTL IE (%) CTTL (%)
12 Cement
Fineness 0 0 217 269 485 45 55
Consistency 0 0 230 256 485 47 53
Initial & Final Setting Time 0 0 222 264 485 46 54
Compressive Strength
3 Days 0 0 186 344 529 35 65
7 Days 0 0 206 280 486 42 58
28 Days 0 0 207 278 485 43 57
13 Water
Drinking Water 1 test/ source 0 0 4 0 4 100 0 Third Party
Construction Water 1 test/ source 0 0 14 7 21 67 33 Third Party
14 Admixtures CMS Lab. (OUTSIDE LAB)
Glenium SKY 777 1 test/ 9000 Lit 0 0 1 2 3 33 67
Supaflo-SPL 1 test/ 9000 Lit 0 0 20 10 30 67 33 Third Party
Supaflo 1 test/ 9000 Lit 0 0 4 2 6 67 33 Third Party
Flocrete - N 1 test/ 9000 Lit 0 0 2 1 3 67 33
Monthly Inspection Report #63, June 2014 –July 2014Independent Engineer forChennai-Tada Section of NH-5
Tests Carried out up to the month of June’2014
Sl.No. Description of Test TestFrequency
June’2014 Upto June’2014 TotalUpto
June’14
Upto June’2014(Total % of
Witness by IE) Remarks
IE CTTL IE CTTL IE (%) CTTL (%)
15 Rate of Spread
Prime Coat 0 0 227 707 934 24 76
Tack Coat 0 0 622 1552 2174 29 71
16 Bituminous Macadam
Quality of Binder (VG-30) 2 test/ lot 0 0 0 0 0 0 0
Penetration Test (VG-30) 1 test/ lot 0 0 8 3 11 73 27
Softening Point (VG-30) 1 test/ lot 0 0 6 3 9 67 33
Ductility After TFOT (VG-30) 1 test/ lot 0 0 5 0 5 100 0
Viscosity (VG-30) 1 test/ lot 0 0 8 1 9 89 11
Hot bin grading 1 test/daysproduction 0 0 1 0 1 100 0
Mix Grading 1 test/ 400 tons 0 0 6 8 14 43 57
Binder Content 1 test/ 400 tons 0 0 9 6 15 60 40
Stability of Mix 1 test/ 400 tons 0 0 9 6 15 60 40
GMM of Mix 2 tests/daysproduction 0 0 6 36 42 14 86
AIV / Abrasion Value Test 1 test/ 50 m³ 0 0 3 4 7 43 57
Monthly Inspection Report #63, June 2014 –July 2014Independent Engineer forChennai-Tada Section of NH-5
Tests Carried out up to the month of June’2014 0 0 10 14 24 42 58
Sl.No. Description of Test TestFrequency
June’2014 Upto June’2014 TotalUpto
June’14
Upto June’2014(Total % of
Witness by IE) Remarks
IE CTTL IE CTTL IE (%) CTTL (%)
16 Bituminous Macadam
Elongation & Flakiness Index 1 test/ 50 m³ 0 0 10 14 24 42 58
Coating and Stripping Value As Required 0 0 0 0 0 0 0
Soundness Test 1 test/ source 0 0 0 0 0 0 0
Sand Equivalent Value As Required 0 0 0 0 0 0 0
Plasticity Index 1 test/ source 0 0 0 0 0 0 0
Specific Gravity As Required 0 0 0 0 0 0 0
Water Absorption As Required 0 0 0 0 0 0 0
Density of Compacted Layer 1 test/ 250 m² 0 0 55 18 73 75 25
17 Dense Bituminous Macadam(DBM)
Quality of Binder (VG-30) 2 test/ lot 0 0 0 0 0 0 0
Penetration Test (VG-30) 1 test/ lot 0 0 159 154 313 51 49
Softening Point (VG-30) 1 test/ lot 0 0 159 153 312 51 49
Ductility After TFOT (VG-30) 1 test/ lot 0 0 113 115 228 50 50
Absolute Viscosity (VG-30) 1 test/ lot 0 0 125 105 230 54 46
Kinematic viscosity (VG-30) 1 test/ lot 0 0 131 112 243 54 46
Monthly Inspection Report #63, June 2014 –July 2014Independent Engineer forChennai-Tada Section of NH-5
Tests Carried out up to the month of June’2014
Sl.No. Description of Test TestFrequency
June’2014 Upto June’2014 TotalUpto
June’14
Upto June’2014(Total % of
Witness by IE) Remarks
IE CTTL IE CTTL IE (%) CTTL (%)
17 Dense Bituminous Macadam(DBM)
Dry Mix Grading 1 test/ 400 tons 0 0 224 170 394 57 43
Binder content 1 test/ 400 tons 0 0 291 224 515 57 43
Stability Mix 1 test/ 400 tons 0 0 313 226 539 58 42
GMM of Mix 2 tests/daysproduction 0 0 149 124 273 55 45
Aggregate Impact Value / LosAngeles Abrasion Value 1 test/ 50 m³ 0 0 539 391 930 58 42
Elongation & Flakiness Index 1 test/ 50 m³ 0 0 538 394 932 58 42
Coating and Stripping Value As Required 0 0 2 2 4 50 50
Soundness Test 1 test/ source 0 0 0 0 0 0 0
Sand Equivalent Value As Required 0 0 0 0 0 0 0
Plasticity Index 1 test/ source 0 0 0 0 0 0 0
Specific Gravity 1set of 3 0 0 0 0 0 0 0
Water Absorption 1set of 3 0 0 0 0 0 0 0
Density of Compacted Layer 1 test/ 250 m² 0 0 2016 840 2856 71 29
Monthly Inspection Report #63, June 2014 –July 2014Independent Engineer forChennai-Tada Section of NH-5
Tests Carried out up to the month of June’2014
Sl.No. Description of Test TestFrequency
June’2014 Upto June’2014 TotalUpto
June’14
Upto June’2014(Total % of
Witness by IE) Remarks
IE CTTL IE CTTL IE (%) CTTL (%)
18 Bituminous Concrete (BC)
Quality of Binder 2 test/ lot 0 0 0 0 0 0 0
Penetration Test (PMB 40-E) 1 test/ lot 0 0 111 104 215 52 48
Softening Point (PMB 40-E) 1 test/ lot 0 0 110 103 213 52 48
Ductility (PMB 40-E) 1 test/ lot 0 0 3 3 6 50 50
Elastic recovery 1 test/ lot 0 0 109 102 211 52 48
TFOT (PMB 40-E) 1 test/ lot 0 0 6 3 9 67 33
Hot Bin Grading 0 0 65 63 128 51 49
Dry Mix Grading 1 test/ 400 tons 0 0 74 79 153 48 52Binder content and Grading of
the mix 1 test/ 400 tons 0 0 116 132 248 47 53
Marshal Stability Analysis 1 test/ 400 tons 0 0 121 133 254 48 52Aggregate Impact Value / Los
Angeles Abrasion Value 1 test/ 50 m³ 0 0 272 330 602 45 55
Elongation & Flakiness Index 1 test/ 50 m³ 0 0 273 330 603 45 55
Coating and Stripping Value 1set of 3 0 0 0 0 0 0 0
Soundness Test 1 test/ source 0 0 0 0 0 0 0
Monthly Inspection Report #63, June 2014 –July 2014Independent Engineer forChennai-Tada Section of NH-5
Tests Carried out up to the month of June’2014
Sl.No. Description of Test TestFrequency
June’2014 Upto June’2014 TotalUpto
June’14
Upto June’2014(Total % of
Witness by IE) Remarks
IE CTTL IE CTTL IE (%) CTTL (%)
18 Bituminous Concrete (BC)
Sand Equivalent Value As Required 0 0 0 0 0 0 0
Plasticity Index 1 test/ source 0 0 0 0 0 0 0
Specific Gravity 1set of 3 0 0 3 0 3 100 0
Water Absorption 1set of 3 0 0 3 0 3 100 0
Density of Compacted Layer 1 test/ 250 m² 0 0 2009 910 2919 69 31
19 Mastic Asphalt
Quality of Binder Every Lot 0 0 0 0 0 0 0
Penetration Test (10/20) 1 test/ lot 1 0 19 18 37 51 49
Softening Point (10/20) 1 test/ lot 1 0 17 16 33 52 48
TFOT Loss on Heating (10/20) 1 test/ lot 1 0 14 27 41 34 66
Binder content 2 test/ day 2 4 57 116 173 33 67
Gradation of Coarse Agg. 1 test/ day 1 2 39 72 111 35 65
Grad.of fine Agg. With lime 1 test/ day 1 2 39 72 111 35 65
Aggregate Impact Value 1 test/ day 1 2 37 71 108 34 66
Elongation & Flakiness Index 1 test/ day 1 2 34 60 94 36 64
Monthly Inspection Report #63, June 2014 –July 2014Independent Engineer forChennai-Tada Section of NH-5
Tests Carried out up to the month of June’2014
Sl.No. Description of Test TestFrequency
June’2014 Upto June’2014 TotalUpto
June’14
Upto June’2014(Total % of
Witness by IE) Remarks
IE CTTL IE CTTL IE (%) CTTL (%)
19 Mastic Asphalt
Coating and Stripping Value As Required 0 0 1 0 1 100 0
Water Absorption As Required 0 0 1 0 1 100 0
Soundness of Aggregate 1 test/ source 0 0 2 1 3 67 33
Hardness Number 2 test/ day 3 3 100 103 203 49 51
20 Other Tests
CRCA 0 0 6 0 6 100 0 Third Party
Anchor 0 0 2 0 2 100 0 Third Party
Anchor Cone & Head 0 0 2 0 2 100 0 Third Party
Couplers 0 0 4 0 4 100 0 Third Party
21 Steel
3mm 1 test/ source 0 0 2 0 2 100 0
6mm 1 test/ source 0 0 14 0 14 100 0
8mm 1 test/ source 0 0 31 6 37 84 16 Third Party
10mm 1 test/ source 0 0 25 30 55 45 55 Third Party
12mm 1 test/ source 0 0 42 34 76 55 45 Third Party
Monthly Inspection Report #63, June 2014 –July 2014Independent Engineer forChennai-Tada Section of NH-5
Tests Carried out up to the month of June’2014
Sl.No. Description of Test TestFrequency
June’2014 Upto June’2014 TotalUpto
June’14
Upto June’2014(Total % of
Witness by IE) Remarks
IE CTTL IE CTTL IE (%) CTTL (%)
21 Steel
16mm 1 test/ source 0 0 33 18 51 65 35 Third Party
20mm 1 test/ source 0 0 38 27 65 58 42 Third Party
25mm 1 test/ source 0 0 17 16 33 52 48 Third Party
32mm 1 test/ source 0 0 15 6 21 71 29 Third Party
22 Geo Grid
TGU-40 2 Sample 0 0 2 0 2 100 0 IIT-Madras
TGU-60 2 Sample 0 0 2 0 2 100 0 IIT-Madras
TGU-80 2 Sample 0 0 2 0 2 100 0 IIT-Madras
TGU-100 2 Sample 0 0 2 0 2 100 0 IIT-Madras
TGU-120 2 Sample 0 0 2 0 2 100 0 IIT-Madras
TGU-150 2 Sample 0 0 1 0 1 100 0 IIT-Madras
23 NP2Hume Pipes (Dia -300mm)
As per Table23 IS 458:2003 Lot No.
3 Edge bearing test 0 0 3 0 3 100 0 Indian SpunPipes WorksOut Side Lab:
Karur
Permeability test 0 0 3 0 3 100 0
Hydrostatic test 0 0 3 0 3 100 0
Monthly Inspection Report #63, June 2014 –July 2014Independent Engineer forChennai-Tada Section of NH-5
Tests Carried out up to the month of June’2014
Sl.No. Description of Test TestFrequency
June’2014 Upto June’2014 TotalUpto
June’14
Upto June’2014(Total % of
Witness by IE) Remarks
IE CTTL IE CTTL IE (%) CTTL (%)
24 NP4 Hume Pipes (Dia - 450mm)
As per Table23 IS 458:2003 Lot No.
3 Edge bearing test 0 0 9 4 13 69 31
Source : GVRPermeability test 0 0 9 4 13 69 31
Hydrostatic test 0 0 9 4 13 69 31
25 NP4 Hume Pipes (Dia - 600mm)
As per Table23 IS 458:2003 Lot No.
3 Edge bearing test 0 0 104 19 123 85 15Source : GVR
Km.54Permeability test 0 0 98 23 121 81 19
Hydrostatic test 0 0 100 20 120 83 17
26 NP4 Hume Pipes (Dia - 900mm)
As per Table23 IS 458:2003 Lot No.
3 Edge bearing test 0 0 24 6 30 80 20
Source : GVRPermeability test 0 0 22 8 30 73 27
Hydrostatic test 0 0 24 6 30 80 20
27 NP4 Hume Pipes (Dia - 1000mm)
As per Table23 IS 458:2003 Lot No.
3 Edge bearing test 0 0 30 4 34 88 12
Source : GVRPermeability test 0 0 25 9 34 74 26
Hydrostatic test 0 0 30 4 34 88 12
Monthly Inspection Report #63, June 2014 –July 2014Independent Engineer forChennai-Tada Section of NH-5
Tests Carried out up to the month of June’2014
Sl.No. Description of Test TestFrequency
June’2014 Upto June’2014 TotalUpto
June’14
Upto June’2014(Total % of
Witness by IE) Remarks
IE CTTL IE CTTL IE (%) CTTL (%)
28 EMULSION (SS-1)
Say bold Viscosity
One sample perlot as per
MORTH Table900-4
0 0 2 1 3 67 33Residue on Evaporation 0 0 2 1 3 67 33
Penetration 0 0 2 1 3 67 33Ductility 0 0 2 1 3 67 33
Third Party 0 0 2 0 2 100 029 EMULSION (RS-1)
Say bold Viscosity
One sample perlot as per
MORTH Table900-4
0 0 2 1 3 67 33Residue on Evaporation 0 0 2 1 3 67 33
Penetration 0 0 2 1 3 67 33Ductility 0 0 2 1 3 67 33
Third Party 0 0 2 0 2 100 030 COLD IN-PLACE RECYCLING
Quality of Binder (VG-10) 1 test/ lot 0 0 0 0 0 0 0
Penetration Test (VG-10) 1 test/ lot 0 0 46 32 78 59 411 Test = 3Readings
Softening Point (VG-10) 1 test/ lot 0 0 46 32 78 59 411 Test = 2Readings
Monthly Inspection Report #63, June 2014 –July 2014Independent Engineer forChennai-Tada Section of NH-5
Tests Carried out up to the month of June’2014
Sl.No. Description of Test TestFrequency
June’2014 Upto June’2014 TotalUpto
June’14
Upto June’2014(Total % of
Witness by IE) Remarks
IE CTTL IE CTTL IE (%) CTTL (%)
30 COLD IN-PLACE RECYCLING
Ductility After TFOT (VG-10) 1 test/ lot 0 0 36 26 62 58 42 1 Test = 3Readings
Absolut Viscosity (VG-10) 1 test/ lot 0 0 46 32 78 59 41
Kinematic Viscosity (VG-10) 1 test/ lot 0 0 36 26 62 58 42
RAP Grading 1 test/daysproduction 0 0 24 18 42 57 43
Density of Compacted Layer 1 test/ 250 m² 0 0 162 196 358 45 55
RATE OF SPREAD OFCEMENT (TRAY TEST)
Cement Spreading 2 test / Per Day 0 0 28 22 50 56 44
Fineness 1 test / lot 0 0 26 20 46 57 43
EXPANSION RATIO ANDHALF-LIFE (VG10)
Expansion Ratio and Half-Life(VG-10)
1 Test / PerDay 0 0 24 20 44 55 45
Indirect Tensile Strength (ITS ) 1 Test = 3Moulds
ITS (Wet & Dry) 1 Test / PerDay 0 0 24 19 43 56 44
Monthly Inspection Report #63, June 2014 –July 2014Independent Engineer forChennai-Tada Section of NH-5
Tests Carried out up to the month of June’2014
Sl.No. Description of Test TestFrequency
June’2014 Upto June’2014 TotalUpto
June’14
Upto June’2014(Total % of
Witness by IE) Remarks
IE CTTL IE CTTL IE (%) CTTL (%)
31 FLYASH
Free Swell Index 1 Test/ 1500 m³ 0 0 0 0 0 0 0
Gradation 1 Test/ 1500 m³ 4 4 72 67 139 52 48
Modified Proctor 1 Test/ 1500 m³ 4 4 71 67 138 51 49
Atterberg Limits 1 Test/ 1500 m³ 4 4 70 67 137 51 49
CBR 1 Test/ 3000 m³ 2 2 31 27 58 53 47
Moisture Content 1 Test/ 250 m³ 116 214 3618 6914 10532 34 66
Field dry density 1 Set/ 1000 m² 116 214 3634 6945 10579 34 66
32 Filter Material for RE Wall
Gradation 1 2 29 20 49 59 41
33 Dry Lean Concrete (M-10)
Sieve Analysis 1 test / week 0 0 2 7 9 22 78
Comp. Strength 3 samples /3000 Cu.m 0 0 24 22 46 52 48
Field dry density 3 Tests / 2000Sq. m 0 0 29 59 88 33 67
Monthly Inspection Report #63, June 2014 –July 2014Independent Engineer forChennai-Tada Section of NH-5
Tests Carried out up to the month of June’2014
Sl.No. Description of Test TestFrequency
June’2014 Upto June’2014 TotalUpto
June’14
Upto June’2014(Total % of
Witness by IE) Remarks
IE CTTL IE CTTL IE (%) CTTL (%)
34 Pavement Quality Concrete(M-45)
Sieve Analysis 1 test / week 0 0 7 16 23 30 70
Comp. Strength (7days)2 cubes/150
cu.m or min. 4cubes/day
0 0 42 32 74 57 43
Flexural Strength (7days) 2 beams/150cu.m or min. 4
beams/day0 0 39 27 66 59 41
Comp. Strength (28days) 0 0 37 23 60 62 38
Flexural Strength (28days) 0 0 37 23 60 62 38
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