nhai.org.innhai.org.in/spw/ConcessionaireDetails/Quality Control Feb... · Web viewASTM -D-1559 Min 6 no./day 9 kN min @ 60⁰C 70 0 0 0 70 0 9 Retained Stability MORT&H-900 Min

QUALITY CONTROL REPORT (PACKAGE-B)

S.No. Name of the Test Testing

MethodFrequency of

testSpecification Requirement

Quantity of Work

During this Period

Number of tests conductedUp to last

monthDuring this

Month Up to date

Passed

Failed

Passed

Failed Passed Fail

ed(i) OGL

1 Sampling IS 2720 (Part 1)

1 sample/ 250m2

As Required

776 0 0 0 776 0

2 Free Swell Index IS 2720 (Part 40) As required 50% max 652 0 0 0 652 0

3 Sand Content Test IS 2720 (Part 4) As required Limit not

Specified 652 0 0 0 652 0

4 Atterberg Limits IS 2720 (Part 5) As required LL < 70%, PI ≤

45%. 652 0 0 0 652 0

5Max Dry Density / Optimum Moisture Content Test

IS 2720 (Part 8) As required 95% 652 0 0 0 652 0

6 CBR IS 2720 (Part 16) 1 test / 3000m3 8% min. at 97% of

Lab MDD 348 24 0 0 348 24

7 Field density of the Compaction Layer

IS 2720 (Part 28) As required Not less than 95%

of Lab MDD 3865 24 0 0 3865 24

8 Moisture Content Test

IS 2720 (Part 2) As required (-2% to 1% OMC.) 3865 0 0 0 3865 0

(ii) Embankment (Borrow Area)

1 Sampling IS 2720 (Part 1) As required 25 mc/c

As Required

1430 0 5 0 1435 0

2 Free Swell Index IS 2720 (Part 40)20 As required 50% Max. 1267 00 5 0 1272 0

3 Sand Content Test IS 272 (Part 4)

2 tests / 3000m3

Limit not Specified

126700 5 0

12720

4 Atterberg Limits IS 2720 (Part 5)

2 tests / 3000m3

L.L < 70%, P.I ≤ 45%.

12670 5 0

12720


IS 2720 (Part 8)

2 tests / 3000m3

Up to 3m ht 1.52 g/cc & more than 3m ht 1.6 g/cc.

12670 5 0

12720

6 CBR IS 2720 (Part 16) 1 test / 3000m3 8% min. at 97% of

Lab MDD 559 0 3 0 562 0

iiiTest on Existing Shoulder material & Excavated Material

1 Sampling IS 2720 (Part 1) As required 25 mc/c 505 0 4 0 509 0

2 Free Swell Index IS 2720 (Part 40)20 As required 50% Max. 505 0 4 0 509 0


2 tests / 3000m3

Limit not Specified

505 0 4 0 509 0


2 tests / 3000m3

L.L < 70%, P.I ≤ 45%.

505 0 4 0 509 0


IS 2720 (Part 8)

2 tests / 3000m3

As per MorT&H cl.302.

5050 4 0

5090

6CBR IS 2720 (Part

16) 1 test / 3000m3 As per MorT&H cl.302. 449 0 4 0 453 0

(ii) Embankment

1 Sampling As required 2282 0 20 0 2302 0

2 Free Swell Index IS 2720 (Part 40) As required 50% Max.

8923Cu-m44615Sq-m

2282 020

0 2302 0


2 tests / 3000m3

Limit not Specified

2282 020

0 2302 0


2 tests / 3000m3

L.L < 70%, P.I ≤ 45%.

2282 020

0 2302 0


IS 2720 (Part 8)

2 tests / 3000m3


22820

200

23020


IS 2720 (Part 28) 1 test / 1000m2 Not less than 95%

of Lab MDD 21730 291 151 12 21881 303


IS 2720 (Part 2) 1 test / 250m3 (-2% to 1% OMC) 21730 247 151 12 21881 259

(iii) Sub grade1 Sampling As required 1307 0 11 0 1318 0

2 Free Swell Index IS 2720 (Part 40) 1 test / Source 50% Max.

5617.0Cum

33635Sq-m

1307 0 11 0 1318 0


2 tests / 3000m3

Limit not Specified

1307 0 11 0 1318 0


2 tests / 3000m3

L.L < 70%, P.I ≤ 45%.

1307 0 11 0 1318 0

5Max. Dry Density / Optimum Moisture Content Test

IS 2720 (Part 8)

2 tests / 3000m3

Not less than 1.75 g/cc.

13070 11 0

13180

6 CBR IS 2720 (Part 1 test / 3000m3 8% min. at 97% of 1757 0 11 0 1768 0

16) Lab MDD



of Lab MDD 18677 179 201 8 18878 187

Moisture Content Test


(iv) Granular Sub Base


IS 2720 (Part 8) 1 test / Source MORT&H-900

7615Cum

38075 sq-m

38 0 0 0 38 0

2 Gradation IS 2386 (Part 1) 1 test / 200m3 As per MORT&H

Table 400-1. 2604 0 48 0 2652 0

3 Atterberg Limits IS 2720 (Part 5) 1 test / 200m3

LL not more than 25 andPI not more than 6

2604 0 48 0 2652 0

4 CBR IS 2720 (Part 16) As required 30% Minimum 9 0 0 0 9 0

5 Water Absorption IS 2386 (Part 3) 1 test / Source

> 2% then Soundness test need to conduct

6 0 0 0 6 0

6 10% Fine value BS 812 (Part 111) 1 test / Source 50KN Min. 45 0 0 0 45 0





of Lab MDD 6752 111 232 12 6984 123

(v) WMM

1 Max Dry Density / Optimum Moisture

IS 2720 (Part 8) 1 test / Source MORT&H-900 7004

Cum 36 0 0 0 36 0

Content Test

46693 sq-m

2 Gradation IS 2386 (Part 1) 1 test / 100m3 As per MORT&H

Table 400-11 4458 0 88 0 4546 0

3 Atterberg Limits IS 2720 (Part 5) 1 test / 100m3 PI not more than

6 4458 0 88 0 4546 0

4 Aggregate Impact Value

IS 2386 (Part 4) 1 test / 200m3 30% max 2595 0 44 0 2639 0

5 Combined Flakiness & Elongation

IS 2386 (Part 1) 1 test / 200m3 30% max 2595 0 44 0 2639 0



of Lab MDD 10140 151 285 14 10425 165


IS 2720 (Part 2) As required (-2% to 1% OMC.) 10140 111 285 14 10425 125

8 Sand Equivalemt Value Test 1 test / 200m3 Limit not

Specified 3207 0 0 0 3207 0

(vi) Cement & Concrete 0

1 Consistency Test IS 4031 (Part 4)

1 Test / Consignment Not Less than 28 Cement-

02. lot

Cum

385 0 3 0 388 0

2 Setting Time IS 4031 (Part 5)

1 Test / Consignment

Initial not < 30 minFinal not > 600 min

385 0 3 0 388 0

3 Fineness Test IS 4031 (Part 3)

1 Test / Consignment Not > 10% 385 0 3 0 388 0

4 Compressive Test IS 4031 (Part 6)

1 Test / Consignment 3/7/28 days 2175 0 27 0 2202 0

4.A Soundness test IS 4031 (Part 1 Test / 380 0 3 0 383 0

6) Consignment

5 Coarse Aggregate Gradation IS 383 As required As per design

requirement 6333 0 90 0 6423 0

6 Fine Aggregate Gradation

IS 2386 (Part1) As required As per design

requirement 6333 0 90 0 6423 0

7 Specific Gravity and Water Absorption

IS 2386 (Part3) As required Max. 2% 93 0 0 0 93 0


IS 2386 (Part4)

As required (1 test / day min.) 30% max. 3292 0 90 0 3382 0

9 Flakiness / Elongation Test

IS 2386 (Part1)

As required (1 test / day min.) 35 % max. 3293 0 90 0 3382 0

10 Workability / Slump IS 1199 As required Mix Design/Site 4148/ 38219 0 0/

244 0 4148/ 38463 0

11 Comp. Strength of Concrete IS 516 7 days/28 days Mix Design 2230 0 0 0 2230 0

Comp. Strength of Concrete IS 516 7 days Site

15325 0 0 00 15325 0

28 days Site 24639 0 0 0 24639 0

Concrete cu-m PCC M-15 (Cum) IS 516 7 /28 days Site 212.50 6175 0 84 0 6259 0PCC M-20 (Cum) IS 516 7 /28 days Site 78.00 853 0 33 0 886 0PCC M-25 (Cum) IS 516 7 /28 days Site 125.75 6148 0 55 0 6203 0PCC M-30 (Cum) IS 516 7 /28 days Site 211.50 790 0 24 0 814 0PCC M-35 (Cum) IS 516 7 /28 days Site 60.75 18151 0 48 0 18199 0PCC M-40 (Cum) IS 516 7 /28 days Site 299.00 2159 0 11 0 2170 0

PSC/RCC M-45 (Cum) IS 516 7 /28 days Site 40.0 3003 0 9 0 3012 0PSC/RCC M-50 (Cum) IS 516 7 /28 days Site 0.0 50 0 0 0 50 0

DLC (CUM) IS 516 7 /28 days Site 0.0Cum 670 0 0 0 670 0PQC (Cum) IS 516 7 /28 days Site 0.0 1200 0 0 0 1200 0KERB (Cum) IS 516 7 days/28 days Site 220.50 4100 0 43 0 4143 0

(vii) Bitumen TestsVG-30

30.0- lot1 Penetration IS 1203 1 sample/ lot 60 - 70 mm 2327 0 60 0 2387 02 Absolute Viscosity IS 1208 2 samples/ lot 75 cm 2327 0 60 0 2387 03 Softening Point IS 1205 2 samples/ lot 45⁰C to 55⁰C 2327 0 60 0 2387 0

4 Specific gravity @ 27⁰C IS 1202 As required 0.99 min 16

00 0 016

0

CRMB - 60 0.0lot1 Penetration IS 1203 1 test / 10 t Less than 50 766 0 0 0 766 0

2 Elastic recoveryIRC - SP-53 A-1 / ASTM D 5976

1 test / 10 t 50 min 766 0 0 0 766 0

3 Softening Point IS 1205 1 test / 10 t 60⁰C 766 0 0 0 766 0

4 Specific gravity @ 27⁰C IS 1202 As required As per Grade &

Requirements 24 0 0 0 24 0

5 Separation As required 4 max. 766 0 0 0 766 0TFOT on CRMB - 60

1 Penetration IS 1203 1 test / 10 t 60 % min of original 19 0 0 0 19 0


1 test / 10 t 35 min 19 0 0 019

0

3 Softening Point IS 1205 1 test / 10 t 5⁰C max. 19 0 0 0 19 0

Emulsion(css-2)&(RS-1) 2.0- lot1 Viscosity IS 1206 1 sample/ lot 30 - 150 279 0 3 0 282 0

2 Residue by vaporation As required 60% min 275 0 3 0 278 0

3 Penetration IS 1203 1 sample/ lot 60 - 120 275 00 3 0 278 04 Ductility is 1208 1 sample/ lot 50 cm min 157 00 3 0 160 0

MSS Type -A &Type-B

1 Individual Gradation IS 2386 (Part1) 2 Tests/Day As per table 500-

26 23 23 0 0 23 23

2 Mix Gradation IS 2386 (Part1) 2 Tests/Day As per table 500-

26 7 7 0 0 7 7

Extraction & Sieve analysis

ASTM-D-2192 2 Tests/Day MORT&H-500 6 6 0 0 6 6


IS 2386 (Part4) 1 test/50m3 Max 30% 7 7 0 0 7 7

DBM


IS 2386 (Part4) 1 test/50m3 27% max

3845.4Cum

3580 0 62 0 3642 0

2 Flakiness & Elongation

IS 2386 (Part1) 1 test/50m3 30% max 3580 0 62 0 3642 0

3 Individual grading IS 2386 (Part1) 2 Tests/Day As Table MORT&H

500-10 8654 0 200 0 8854 0

Combined grading IS 2386 (Part1) 2 Tests/Day As Table MORT&H

500-10 1888 0 40 0 1928 0

4 Extraction with Gradation

ASTM-D-2192

1 test per 400 tor 2 tests / day00

OBC + 0.3, -0.3% 1906 0 40 0 1946 0

5 Stability of Mix ASTM D-1075 2 SETS /day i) Stability - 9.0 kN

Min 5323 0 120 0 5443 0

ii) Flow 2-4iii) AV 3-6%iv) VMA: Morth Table 500-12v) VFB 65-75%

6 Water sensitivity of Mix

ASTM D-1283 As required 80% 14 0 0 0 14 0

7 Sand Equivalent Value IS 2720 (Part 37) 2 Tests /day Not less than 50 1520 0 20 0 1540 0

8 Density Of Comp. layer 1 test/250m2 0.98 51272.0

sq-m 11941 0 218 0 12159 0

9 Theoritical sp.gravity 2 tests/day min 1919 0 40 0 1959 0

10 Tack coat (Emulsion) IS 1203 1 test/500m2 2 to 3kg / 10m282308 9097 0 179 0 9276 0

11 Prime coat (Emulsion) IS 1203 1 test/500m2 2 to 3kg / 10m2 25677.4 3764 0 73 0 3837 0

Bituminous Concrete Grade 1

1273.3Cum

1 Individual Grading IS 2386 (Part1) 2 Tests /day As per MORT&H

table 500-18 2006 0 112 02118

0

2 Mix Gradation IS 2386 (Part1) 2 Tests /day As per MORT&H

table 500-189 517 0 28 0545

0

3 Extraction & Sieve analysis

ASTM-D-2192 2 Tests /day OBC + 0.3, -0.3% 547 0 28 0

5750

4 Flakiness & Elongation Index

IS 2386 (Part1) 1 test/50m3 30% Max. 153 0 42 0

1950

5 AIV IS 2386 1 test/50m3 24% Max. 153 0 42 0 195 0

(Part4)

6 Sand Equivalent Value IS 2720 (Part 37) 2 Tests /day Not less than 50 243 0 10 0

2530

7 Theoritical sp.gravity 2 tests/day min 552 0 28 0 580 0

8 Plasticity Index MORT&H-500 1 test/day Not more than 4 53 00 0 0

530

9 Marshall Stability ASTM -D-1559 Min 6 no./day 9 kN min. @ 60⁰C 1596 0 42 0

16380

10 Retained Stability MORT&H-900 Min 3 no./day Limit not

Specified 21 0 0 021

0

11 Swell test MORT&H-900 1 test/day Limit not

Specified 0 0 0 00

0

12 Field Density 25466.0 sq-m 0

13 a)Core Cutting MORT&H-500 1 test/250m2 98% of lab

Marshal density 5055 0 115 05170

0

14 b)Nuclear Density Gauge

MORT&H-500 1 test/250m2 98% of lab

Marshal density 0 0 0 00

0

15 Tack coat (Emulsion) IS 1203 1 test/500m2 2 to 3kg / 10m2 82308 9097 0 179 0 9276 0Bituminous Concrete Grade 2 0.0

1 Individual Grading IS 2386 (Part1) 2 Tests /day As per MORT&H

table 500-18 116 0 0 0 116 0

2 Mix Gradation IS 2386 (Part1) 2 Tests /day As per MORT&H

table 500-18 26 0 0 0 26 0


ASTM-D-2192 2 Tests /day OBC + 0.3, -0.3% 26 0 0 0 26 0


IS 2386 (Part1) 1 test/50m3 30% max 27 0 0 0 27 0

5 AIV IS 2386 (Part4) 1 test/50m3 24% max 27 0 0 0 27 0

6 Sand Equivalent Value IS 2720 (Part 37) 2 Tests /day Not less than 50 10 0 0 0 10 0

7 Plasticity Index IS 2720 (Part 5) 1 test/day Not more than 4 0 0 0 0 0 0

8 Marshall Stability ASTM -D-1559 Min 6 no./day 9 kN min @ 60⁰C 70 0 0 0 70 0

9 Retained Stability MORT&H-900 Min. 3nos./day Limit not

Specified 3 0 0 0 3 0



11 Field Density 0 0 0 0 0 0

12 a)Core Cutting MORT&H-500 1 test/250m2 98% of lab

Marshal density 0.0 SQ M 346 0 0 0 346 0

13 b)Nuclear Density Gauge

MORT&H-500 1 test/250m2 98% of lab

Marshal density 0 0 0 0 0 0

14 Theoritical sp.gravity 2 tests/day min 26 0 0 0 26 0Mastic Asphalt (sqm)


ASTM-D-2192 2 test/day 0 0 0 0 0 0

2 AIV IS 2386 (Part4) 2 test/day Max 30% 0 0 0 0 0 0


IS 2386 (Part1) 2 test/day Max 30% 0 0 0 0 0 0

Prime Coat (sqm)

1 Rate of Spreading MORT&H-500 1 test/500m2 Table-500-1 25677.4 3764 0 73 0 3837 0

Tack Coat MORT&H-500 1 test/500m2 Table-500-2 82308 9097 0 179 0 9276 0

Steel

1 Tensile strength IS 17861 test/consignment

As per IS 1786 Table 3 9.0 lots

429 0 9 0 438 0

2 Elongation IS 17861 test/consignment

As per IS 1786 Table 3 429 0 9 0 438 0

3 Bend-rebend test IS 15991 test/consignment

As per IS 1786 Table 4 429 0 9 0 438 0

4 Re-Bend test IS 17861 test/consignment

As per IS 1786 Table 4.1 429 0 9 0 438 0

5 Chemical test

Carbon1 test/consignment

As per IS 1786 Table 4 148 0 5 0 153 0

Sulpher1 test/consignment

As per IS 1786 Table 4 148 0 5 0 153 0

Phosphrous1 test/consignment

As per IS 1786 Table 4 148 0 5 0 153 0

Sulpher & Phosphrous

1 test/consignment

As per IS 1786 Table 4 148 0 5 0 153 0

Hume pipes900 dia (LM) 0.0 2145 0 0 0 2145 01200 dia (LM) 0.0 3075 0 0 0 3075 0Water

1 Chlorides IS 3025 (Part 18) 1 test/Source

2000 mg/l for PCC and 500 mg/l for RCC

28 0 5 0 33 0

2 PH value IS 3025 (Part 11) 1 test/Source Not less than 6 28 0 5 0 33 0

3 Suspended IS 3025 (Part 17) 1 test/Source 2000 mg/l 28 0 5 0 33 0

Admixture

Chloride contenet

1 test/consignment

46 0 1 0 47 0

Dry Material Content

1 test/consignment

46 0 1 0 47 0

Ash content1 test/consignment

46 0 1 0 47 0

DLC (cu-m)Density

3 density holes each 2000 sq-m

0.0 cu-m

425 0 0 0 425 0

Compressive strength

3 sample 1000 sq-m 670 0 0 0 670 0

PQC (cu-m) Compressive strength 7 days

1 set of cubes and 1 set of beams per 150 cu-m & IRC-15-2002

cu-m 337 0 0 0 337 0

Flexural strength 7 days 337

0

0

0

0

0

0 337

0

0

Compressive strength 28 days

337 0 0 0 337 0

Flexural strength 28 days

1 set of cubes and 1 set of beams per 150 cu-m & IRC-15-2002

337 0 0 337 0

QUALITY CONTROL REPORT OF ISOLUX (PACKAGE-A) :-

S.No. Name of the Test Testing

Method Frequency of test Specification Requirement

Quantity of Work During this Period

Number of tests conductedUp to last month During this Month Up to date

Passed Failed Passed Failed Passed Failed

(i) OGL

1 Sampling IS 2720 (Part 1) 1 sample/ 250m2

As Required

679 38 0 0 679 38

2 Free Swell Index IS 2720 (Part 40) As required 50% max 546 99 0 0 546 99

3 Sand Content Test IS 2720 (Part 4) As required Limit not

Specified 566 0 0 0 566 0

4 Atterberg Limits IS 2720 (Part 5) As required LL < 70%, PI ≤

45%. 571 1 0 0 571 1


IS 2720 (Part 8) As required 95% 571 0 0 0 571 0

6 CBR IS 2720 (Part 16) 1 test / 3000m3

8% min. at 97% of Lab MDD

197 4 0 0 197 4


IS 2720 (Part 28) As required

Not less than 95% of Lab MDD

7915 46 0 0 7915 46

8 Moisture Content Test IS 2720 (Part 2) As required (-2% to 1%

OMC.) 7724 41 0 0 7724 41

(ii) Embankment (Borrow Area)

1 Sampling IS 2720 (Part 1) As required 25 mc/c

As Required

447 22 0 0 447 22

2 Free Swell Index IS 2720 (Part 40) As required 50% Max. 431 30 0 0 431 30

3 Sand Content Test IS 2720 (Part 4) 2 tests / 3000m3 Limit not

Specified 423 0 0 0 423 0

4 Atterberg Limits IS 2720 (Part 5) 2 tests / 3000m3 L.L < 70%, P.I ≤

45%. 419 0 0 0 419 0


IS 2720 (Part 8) 2 tests / 3000m3


438 0 0 0 438 0

6 CBR IS 2720 (Part 16) 1 test / 3000m3


126 40 0 0 126 40

(ii) Embankment

1 Free Swell Index IS 2720 (Part 40) As required 50% Max.

250.0 cum

453 0 0 0 453 0


Specified0 449 0 0 0 449 0

3 Atterberg Limits IS 2720 (Part 5) 2 tests / 3000m3 L.L < 700%, P.I

≤ 45%.0 449 0 0 0 449 0


IS 2720 (Part 8) 2 tests / 3000m3


449 0 00 00 449 0


IS 2720 (Part 28) 1 test / 1000m2 Not less than

95% of Lab 1250.0Sqm 23335 516 2 0 23337 516

MDD

6 Moisture Content Test IS 2720 (Part 2) 1 test / 250m3 (-2% to 1%

OMC) 23335 516 2 0 23337 516

7 CBR IS 2720 (Part 16) 1 test / 3000m3


14 0 0 00 14 0

(iii) Sub grade

1 Free Swell Index IS 2720 (Part 40) 1 test / Source 50% Max.

275.00Cum

471 0 1 0 472 0


Specified 471 0 0 0 471 0

3 Atterberg Limits IS 2720 (Part 5) 2 tests / 3000m3 L.L < 70%, P.I ≤

45%. 471 0 1 0 472 0

4Max. Dry Density / Optimum Moisture Content Test

IS 2720 (Part 8) 2 tests / 3000m3 Not less than

1.75 g/cc. 471 0 1 0 472 0

5 CBR IS 2720 (Part 16) 1 test / 3000m3


264 4 1 0 265 4


IS 2720 (Part 28) 1 test / 500m2

Not less than 97% of Lab MDD 1833.3

Sqm

33988 413 5 0 33994 413


OMC) 33988 413 5 0 33993 413

(iv)

Granular Sub Base



200.00 cum

49 0 0 0 49 0

2 Gradation IS 2386 (Part 1) 1 test / 200m3

As per MORT&H Table 400-1.

1363 25 1 0 1364 25

3 Atterberg Limits IS 2720 (Part 5) 1 test / 200m3

LL not more than 25 andPI not more than 6

1357 0 1 0 1358 0

4 CBR IS 2720 (Part 16) As required 30% Minimum 42 0 0 0 42 0

5 Water Absorption IS 2386 (Part 3) 1 test / Source

> 2% then Soundness test need to conduct

2 0 0 0 2 0

6 10% Fine value BS 812 (Part 111) 1 test / Source 50KN Min. 41 0 0 0 41 0


OMC) 1000.0Sqm

5677 34 4 0 5681 34


IS 2720 (Part 28) 1 test / 500m2

Not less than 98% of Lab MDD

5677 34 4 0 5681 34

(v) WMM



200.0Cu-m 40 0 0 0 40 0

2 Gradation IS 2386 (Part 1)

1 test / 100m3 As per MORT&H Table 400-111

2848 7 1 0 2849 7

3 Atterberg Limits IS 2720 (Part 5) 1 test / 100m3 PI not more

than 6 2834 .0 1 0 2835 .0

4 Aggregate Impact Value IS 2386 (Part 4) 1 test / 200m3 30% max 1727 0 1 0 1728 0

5 Combined Flakiness & Elongation

IS 2386 (Part 1) 1 test / 200m3 30% max 1724 0 1 0 1725 0


IS 2720 (Part 28) 1 test / 500m2

Not less than 98% of Lab MDD 1600.0

Sq-m

10062 58 4 0 10066 58

7 Moisture Content Test IS 2720 (Part 2) As required (-2% to 1%

OMC.) 10062 58 4 0 10066 58

(vi) Cement & Concrete

1 Consistency Test IS 4031 (Part 4)


Not Less than 28

Cement-02-consignment 228 0 1 0 229 0

020 setting Time IS 4031 (Part 5)


Initial not < 30 minFinal not > 600 min

228 0 1 0 229 0

3 Fineness Test IS 4031 (Part 3)

1 Test / Consignment Not > 10% 203 0 1 0 204 0

4 Compressive Test IS 4031 (Part 6)

1 Test / Consignment 3 days 251 0 1 0 252 00

7 days 244 0 1 0 245 028 days 246 0 0 0 246 0

5 Coarse Aggregate Gradation

IS 383 As required As per design requirement

2589 0 10 0 2599 0

6 Fine Aggregate Gradation IS 2386 (Part1) As required As per design

0requirement 1753 0 10 0 1763 0

7 Specific Gravity and Water Absorption

IS 2386 (Part3) As required Max. 2% 24 0 0 0 24 0

8 Aggregate Impact Value IS 2386 (Part4)

As required (1 test / day min.) 30% max. 229 0 0 0 229 0

9 Flakiness / Elongation Test

IS 2386 (Part1)

As required (1 test / day min.) 35 % max. 230 0 0 0 230 0

10 Workability / Slump IS 1199 As required As per design 28150 0 10 0 28160 0

11 Comp. Strength of Concrete IS 516 3 days Mix Design 104 0 0 0 104 0

7 days Mix Design 268 0 0 0 268 028 days Mix Design 779 0 0 0 779 0

M-10 IS 516 7 days Site0.00

47 0 0 0 47 028 days Site 168 0 0 0 168 0

M-15 IS 516 7 days Site 0.00 1087 0 0 0 1087 028 days Site 1928 0 0 0 1928 00






M-45 IS 516 7 days Site 518 0 0 0 518 028 days Site 0.00 1171 0 0 0 1171 0

0M-50 IS 516 7 days Site 386 0 0 0 386 028 days Site 0.0 Cum 1122 0 0 0 1122 0

(vii) Bitumen TestsVG - 30

1 Penetration IS 1203 1 sample/ lot 60 - 70 mm Lot-0 1086 0 0 0 1086 02 Ductility IS 1208 2 samples/ lot 75 cm MT-0.0 0 0 0 0 0 03 Softening Point IS 1205 2 samples/ lot 45⁰C to 55⁰C 1086 0 0 0 1086 04 Specific gravity @ 27⁰C IS 1202 As required 0.99 min 4 0 0 0 4 0

5 Absolute Viscosity at 60⁰C IS 1206 As required Min 2400 poise 369 0 0 0 369 0

CRMB - 551 Penetration IS 1203 1 test / 10 t Less than 50 1 0 0 0 1 0


1 test / 10 t 50 min 2 0 0 0 2 0


4 Viscosity IS 1206 - 1978 As required

As per Grade & Requirements

2 0 0 0 2 0

TFOT on CRMB - 601 Penetration IS 1203 1 test / 10 t 50 - 70 0 0 0 0 0 0


1 test / 10 t 40 min 0 0 0 0 0 0


Emulsion(RS-1) LOT-0,0.0 MT

1 Viscosity IS 1206 1 sample/ lot 30 - 150 34 0 0 0 34 0

2 Residue by evaporation As required 60% min 34 0 0 0 34 03 Penetration IS 1203 1 sample/ lot 60 - 120 34 0 0 0 34 04 Ductility is 1208 1 sample/ lot 50 cm min 34 0 0 0 34 0

Emulsion(css-2) LOT-00, 0.0 MT

1 Viscosity IS 1206 1 sample/ lot 30 - 150 26 0 0 0 26 02 Residue by evaporation As required 60% min 26 0 0 0 26 03 Penetration IS 1203 1 sample/ lot 60 - 120 26 0 0 0 26 04 Ductility is 1208 1 sample/ lot 50 cm min 26 0 0 0 26 0

MSS Type -A &Type-B

1 Individual Gradation IS 2386 (Part1) 2 Tests/Day As per table

500-26 0 0 0 0 0 0

2 Mix Gradation IS 2386 (Part1) 2 Tests/Day As per table

500-26 0 0 0 0 0 0

Extraction & Sieve analysis

ASTM-D-2192 2 Tests/Day MORT&H-500 0 0 0 0 0 0

4 Aggregate Impact Value IS 2386 (Part4) 1 test/50m3 Max 30% 0 0 0 0 0 0

DBM

250. Cu-m0

1 Aggregate Impact Value IS 2386 (Part4)

1 test/50m3 27% max 250.0 cu-m & 3333.33

2881 0 1 0 2882 0

Sq.-m

2 Flakiness & Elongation IS 2386 (Part1) 1 test/50m3 30% max 2881 0 1 0 2882 0

3 Individual & Combined grading

IS 2386 (Part1) 2 Tests/Day

As Table MORT&H 500-100

6778 0 1 00 6779 0

4 Extraction with Gradation ASTM-D-2192 1 test per 400 tor 2 tests / day

OBC + 0.3, -0.3% 1290 00 1 0 1291 00

5 Stability of Mix ASTM D-1075 2 SETS /day

i) Stability - 9.0 kN Minii) Flow 2-4iii) AV 3-6%iv) VMA: Morth Table 500-12v) VFB 65-75%

1286 0 1 0 1287 0

6 Water sensitivity of Mix ASTM D-1283 As required 80% 0 0 0 0 0 0

7 Binder Content & Grading Mix ASTM 2172

2 Tests1 test per 10T on Individual & Mixed grade1 test per 400 t

As per Asphalt Institute Manual MS-2

1290 0 1 0 1291 0

8 Density Of Comp. layer(NDG) 1 test/250m2 0.98 16408 0 10 0 16418 0

BM

1 AIV IS 2386 (Part4) 1 test/50m3 27% Max. 0.0

CU-M 153 0 0 0 153 0


IS 2386 (Part1) 1 test/50m3 30% Max. 153 0 0 0 153 0

3 Individual & Combined grading

IS 2386 (Part1)

2 Tests/Day As Table MORT&H 500-

280 0 0 0 280 0

10

4 Extraction with Gradation ASTM-D-2192 1 test per 400 tor 2 tests / day

OBC + 0.3, -0.3% 60 0 0 0 60 0

5 Density Of Comp. layer(NDG) 1 test/250m2 948 0 0 0 948 0


250.0 Cu-m

1 Individual Grading IS 2386 (Part1) 2 Tests /day

As per MORT&H table 500-18

1768 0 7 0 1775 0

2 Mix Gradation IS 2386 (Part1) 2 Tests /day


496 0 7 0 503 0

3 Extraction & Sieve analysis ASTM-D-2192 2 Tests /day OBC + 0.3, -

0.3% 499 0 7 0 506 0


IS 2386 (Part1) 1 test/50m3 30% Max. 1142 0 7 0 1149 0

5 AIV IS 2386 (Part4) 1 test/50m3 24% Max. 1141 0 7 0 1148 0

6 Sand Equivalent Value IS 2720 (Part 37) 2 Tests /day Not less than

50 0 0 0 0 0 0

7 Plasticity Index MORT&H-500 1 test/day Not more than

4 0 0 0 0 0 0

8 Marshall Stability ASTM -D-1559 Min 6 no./day 9 kN min. @

60⁰C 498 0 7 0 505 0

9 Retained Stability MORT&H-900 Min 3 no./day Limit not

Specified 000 0 00 0 000 0



11 Field Density 5000.0

Sq-m

12 a)Core Cutting MORT&H-500 1 test/250m2

98% of lab Marshal density

3 0 0 0 3 00

13 b)Nuclear Density Gauge MORT&H-500 1 test/250m2


9496 0 50 0 9546 0

14 Tack coat (Emulsion) IS 1203 1 test/500m2 2 to 3kg / 10m2 0 0 0 0 0 0


1 Individual Grading IS 2386 (Part1) 2 Tests /day


0 0 0 0 0 0

2 Mix Gradation IS 2386 (Part1) 2 Tests /day


0 0 0 0 0 0

3 Extraction & Sieve analysis ASTM-D-2192 2 Tests /day OBC + 0.3, -

0.3% 0 0 0 0 0 0


IS 2386 (Part1) 1 test/50m3 30% max 0 0 0 0 0 0

5 AIV IS 2386 (Part4) 1 test/50m3 24% max 0 0 0 0 0 0

6 Sand Equivalent Value IS 2720 (Part 37) 2 Tests /day Not less than

50 0 0 0 0 0 0

7 Plasticity Index IS 2720 (Part 5) 1 test/day Not more than

4 0 0 0 0 0 0

8 Marshall Stability ASTM -D-1559 Min 6 no./day 9 kN min @

60⁰C 0 0 0 0 0 0

9 Retained Stability MORT&H- Min. 3nos./day Limit not 0 0 0 0 0 0

900 Specified



11 Field Density

12 a)Core Cutting MORT&H-500 1 test/250m2


0 0 0 0 0 0

13 b)Nuclear Density Gauge MORT&H-500 1 test/250m2


0 0 0 0 0 0

Mastic Asphalt (sqm)

1 Extraction & Sieve analysis ASTM-D-2192 2 test/day 0 0 0 0 0 0

2 AIV IS 2386 (Part4) 2 test/day Max 30% 0 0 0 0 0 0


IS 2386 (Part1) 2 test/day Max 30% 0 0 0 0 0 0

Rate of Spreading (sqm)

1 Prime Coat MORT&H-500 1 test/500m2 Table-500-1 1600.0 sq-m 2582 0 3 0 2585 0

Tack Coat MORT&H-500 1 test/500m2 Table-500-2 5000.0 sq-m 5802 0 10 00 5812 0

Steel 0.0- MT,0.0-Lot

1 Tensile strength IS 1786 1 test/consignment

As per IS 1786 Table 3 359 0 0 0 359 0

2 Elongation IS 1786 1 As per IS 1786 359 0 0 0 359 0

test/consignment Table 3

3 Bend test IS 1599 1 test/consignment

As per IS0 1786 Table 40 359 0 0 0 359 0

4 Re-Bend test IS 1786 1 test/consignment

As per IS 1786 Table 4.1 359 0 0 0 359 0

5 Chemical Test IS 1786 1 test/consignment 190 0 0 0 190 0

Water

1 Chlorides IS 3025 (Part 18) 1 test/Source

2000 mg/l for PCC and 500 mg/l for RCC

140 0 0 14 0

2 PH value IS 3025 (Part 11) 1 test/Source Not less than 6 14 0 0 0 14 0

3 Suspended IS 3025 (Part 17) 1 test/Source 2000 mg/l

Max. 6 0 0 0 6 0

4 Sulphates(so4) 1 test/Source 400 mg/l Max. 14 0 0 0 14 0

5 Inorganic Marrer(TDS) IS 3025 (Part 18)

1 test/Source 3000mg/l Max. 6 0 0 0 6 0

6organic Marrer(TDS) IS 3025 (Part

17)

1 test/Source 200 mg/l Max.6 0 0 0 6 0

Admixter 0.00MTLot-0.0

1 Chloride Content IS 9103 1 test/Consignment 53 0 0 0 53 0

2 Dry Material Content IS 9103 1 test/Consignment 53 0 0 0 53 0

3 Ash Content IS 9103 1 test/Consignment 53 0 0 0 53 0

Hume pipes(900,1000,1200 mm)Dimensional Tolerance IS 458-1991 464 0 0 0 464 03-edge Bearing test IS 458-1991 0.0 NOS. 123 0 0 0 123 0Hydrostatic test IS 458-1991 122 0 0 0 122 0

DLC

Strength of concrete IS:516 3 sample per 1000 sq.m 0.0 271 0 0 0 274 0

In situ density 3 desity holes each 2000 sq-m. 0.0 295 0 0 0 295 0

Mix gradation 1 Test/day 00 60 0 0 0 60 0PQC

Compressive Strength 7 daysIS:516 1 set of cube and

1 set of beam per 150 cu-m

Cu-m0.0

130 0 0 0 130 0

Compressive Strength 28 days1 set of cube and 1 set of beam per 150 cu-m

Cu-m 130 0 0 0 130 0

Flexural Strength 7 days1 set of cube and 1 set of beam per 150 cu-m

Cu-m 130 0 00 0 130 0

Flexural Strength 28 days1 set of cube and 1 set of beam per 150 cu-m

Cu-m0.0

130 0 0 0 130 0

Nos. 1532 0 0 0 1532 0

Slump test As required

Documents

nhai.org.innhai.org.in/spw/ConcessionaireDetails/Quality Control Feb... · Web viewASTM -D-1559 Min 6 no./day 9 kN min @ 60⁰C 70 0 0 0 70 0 9 Retained Stability MORT&H-900 Min