0% found this document useful (0 votes)

25 views301 pages

Moisture Correction

Uploaded by

Santosh

We take content rights seriously. If you suspect this is your content, claim it here.

Available Formats

Download as XLSX, PDF, TXT or read online on Scribd

0% found this document useful (0 votes)

25 views301 pages

Moisture Correction

Uploaded by

Santosh

We take content rights seriously. If you suspect this is your content, claim it here.

Available Formats

Download as XLSX, PDF, TXT or read online on Scribd

You are on page 1/ 301

Construction of 4 Laning of Indore To Raghav Garh Section of NH-59 (Indore-Harda

Project package-1 Stretch) from MR-10 Junction on NH-3 Bypass Ch.-0.250 to Raghav Garh
26.903(Design Length = 26.653 KM) under Bharatmala Pariyojana A Phase-I (Economic
Corridor) in the State of Madhya Pradesh on EPC Mode.

Client National Highway Authority Of India

Authority Engineer M/s L N Malviya Infra Projects Pvt. Ltd. In Association with ICSC
EPC Contractor M/s P. D. Agrawal Infrastucture Ltd.

MOISTURE CORRECTION

Date 8/3/2024 Temprature 25 o C Humidity 91%

Total Moisture content in Aggregate %
Type of Water Absorption Free Water
Sr. No Wt. of Wet Wt. of Dry Moisture Content (%) content (%)
material
Aggregate Aggregate (%)

1 20 mm 500 491.0 1.833 1.37 0.463

2 10 mm 500 490.5 1.937 1.37 0.567

Crushed
3 500 479.0 4.384 1.37 3.014
Sand
4 River Sand 500 479.5 4.275 1.30 2.975

-
Sr. No M-35 M-35 RE M-50
Type of material M-15 M-25 M-30 M-35 RCC M-35 PILE
GIRDER WALL
M-40 RCC
PSC
1 Cement 250 350.0 370.0 380 400 390 385 390 440
2 Microsilica 44
3 Fly Ash 0 0.0 0.0 0 0 0 0 0 0
4 Water 125.0 150.5 155.4 159.6 156.0 152.1 150.2 152.1 146.0
5 20mm 744.3 689.3 678.5 671.5 701.3 708.4 673.0 675.2 682.0
6 10mm 561.6 520.1 512.0 506.7 467.5 472.2 514.0 509.5 454.6
7 Crushed Sand 566.4 524.6 516.4 511.0 389.6 393.6 395.0 513.8 378.9
8 River Sand 304.7 282.2 277.8 274.9 389.6 393.6 395.0 276.4 378.9
9 Admixture 1.70 2.45 2.59 2.66 3.20 3.10 2.31 3.12 6.12

Adjusted Weight after Moisture Correction in kg

Sr. No M-35 M-35 M-50
Type of material M-15 M-25 M-30 M-35 RCC M-35 PILE
GIRDER RE WALL
M-40 RCC
PSC
1 Cement 250 350 370 380 400 390 385 390 440
2 Microsilica 44
3 Fly Ash 0 0 0 0 0 0 0 0 0
4 Water 92.2 120.2 125.5 130.0 126.8 122.6 120.5 122.4 117.6
5 20mm 747.7 692.5 681.6 674.6 704.5 711.7 676.1 678.3 685.2
6 10mm 564.8 523.0 514.9 509.6 470.1 474.9 516.9 512.4 457.2
7 Crushed Sand 583.5 540.4 532.0 526.4 401.3 405.5 406.9 529.3 390.3
8 River Sand 313.8 290.6 286.1 283.1 401.2 405.3 406.8 284.6 390.2
9 Admixture 1.70 2.45 2.59 2.66 3.20 3.10 2.31 3.12 6.12
Contractor Represantative Authoriy Engineer's Represantive
Construction of 4 Laning of Indore To Raghav Garh Section of NH-59 (Indore-Harda
Project package-1 Stretch) from MR-10 Junction on NH-3 Bypass Ch.-0.250 to Raghav Garh
26.903(Design Length = 26.653 KM) under Bharatmala Pariyojana A Phase-I (Economic
Corridor) in the State of Madhya Pradesh on EPC Mode.

Client National Highway Authority Of India

Authority Engineer M/s L N Malviya Infra Projects Pvt. Ltd. In Association with ICSC
EPC Contractor M/s P. D. Agrawal Infrastucture Ltd.

MOISTURE CORRECTION

Date 8/3/2024 Temprature 25 o C Humidity 91%

Total Moisture content in Aggregate %
Type of Water Absorption Free Water
Sr. No Wt. of Wet Wt. of Dry Moisture Content (%) content (%)
material
Aggregate Aggregate (%)

1 20 mm 500 491.0 1.833 1.37 0.463

2 10 mm 500 490.5 1.937 1.37 0.567

Crushed
3 500 479.0 4.384 1.37 3.014
Sand
4 River Sand 500 479.5 4.275 1.30 2.975

Adjusted Weight after Moisture Correction in kg

Client National Highway Authority Of India

Authority Engineer M/s L N Malviya Infra Projects Pvt. Ltd. In Association with ICSC
EPC Contractor M/s P. D. Agrawal Infrastucture Ltd.

MOISTURE CORRECTION

Date 8/2/2024 Temprature 25% Humidity 89%

Total Moisture content in Aggregate %
Type of Water Absorption Free Water
Sr. No Wt. of Wet Wt. of Dry Moisture Content (%) content (%)
material
Aggregate Aggregate (%)

1 20 mm 500 491.5 1.729 1.37 0.359

2 10 mm 500 490.0 2.041 1.37 0.671

Crushed
3 500 479.5 4.275 1.37 2.905
Sand
4 River Sand 500 479.0 4.384 1.30 3.084

Adjusted Weight after Moisture Correction in kg

Sr. No M-35 M-35 M-50
Type of material M-15 M-25 M-30 M-35 RCC M-35 PILE
GIRDER RE WALL
M-40 RCC
PSC
1 Cement 250 350 370 380 400 390 385 390 440
2 Microsilica 44
3 Fly Ash 0 0 0 0 0 0 0 0 0
4 Water 92.7 120.6 126.0 130.5 127.0 122.8 120.7 122.8 117.8
5 20mm 747.0 691.8 680.9 673.9 703.8 710.9 675.4 677.6 684.5
6 10mm 565.4 523.6 515.4 510.1 470.6 475.4 517.4 512.9 457.6
7 Crushed Sand 582.9 539.8 531.4 525.8 400.9 405.0 406.5 528.7 389.9
8 River Sand 314.1 290.9 286.4 283.4 401.6 405.7 407.2 284.9 390.6
9 Admixture 1.70 2.45 2.59 2.66 3.20 3.10 2.31 3.12 6.12
Contractor Represantative Authoriy Engineer's Represantive
Construction of 4 Laning of Indore To Raghav Garh Section of NH-59 (Indore-Harda
Project package-1 Stretch) from MR-10 Junction on NH-3 Bypass Ch.-0.250 to Raghav Garh
26.903(Design Length = 26.653 KM) under Bharatmala Pariyojana A Phase-I (Economic
Corridor) in the State of Madhya Pradesh on EPC Mode.

Client National Highway Authority Of India

Authority Engineer M/s L N Malviya Infra Projects Pvt. Ltd. In Association with ICSC
EPC Contractor M/s P. D. Agrawal Infrastucture Ltd.

MOISTURE CORRECTION

Date 8/1/2024 Temprature 26% Humidity 89%

Total Moisture content in Aggregate %
Type of Water Absorption Free Water
Sr. No Wt. of Wet Wt. of Dry Moisture Content (%) content (%)
material
Aggregate Aggregate (%)

1 20 mm 500 491.0 1.833 1.37 0.463

2 10 mm 500 490.5 1.937 1.37 0.567

Crushed
3 500 479.0 4.384 1.37 3.014
Sand
4 River Sand 500 479.5 4.275 1.30 2.975

Adjusted Weight after Moisture Correction in kg

Client National Highway Authority Of India

Authority Engineer M/s L N Malviya Infra Projects Pvt. Ltd. In Association with ICSC
EPC Contractor M/s P. D. Agrawal Infrastucture Ltd.

MOISTURE CORRECTION

Date 7/31/2024 Temprature 28 Humidity 84%

Total Moisture content in Aggregate %
Type of Water Absorption Free Water
Sr. No Wt. of Wet Wt. of Dry Moisture Content (%) content (%)
material
Aggregate Aggregate (%)

1 20 mm 500 491.5 1.729 1.37 0.359

2 10 mm 500 490.0 2.041 1.37 0.671

Crushed
3 500 479.5 4.275 1.37 2.905
Sand
4 River Sand 500 479.0 4.384 1.30 3.084

Adjusted Weight after Moisture Correction in kg

Sr. No M-35 M-35 M-50
Type of material M-15 M-25 M-30 M-35 RCC M-35 PILE
GIRDER RE WALL
M-40 RCC
PSC
1 Cement 250 350 370 380 400 390 385 390 440
2 Microsilica 44
3 Fly Ash 0 0 0 0 0 0 0 0 0
4 Water 92.7 120.6 126.0 130.5 127.0 122.8 120.7 122.8 117.8
5 20mm 747.0 691.8 680.9 673.9 703.8 710.9 675.4 677.6 684.5
6 10mm 565.4 523.6 515.4 510.1 470.6 475.4 517.4 512.9 457.6
7 Crushed Sand 582.9 539.8 531.4 525.8 400.9 405.0 406.5 528.7 389.9
8 River Sand 314.1 290.9 286.4 283.4 401.6 405.7 407.2 284.9 390.6
9 Admixture 1.70 2.45 2.59 2.66 3.20 3.10 2.31 3.12 6.12
Contractor Represantative Authoriy Engineer's Represantive
Construction of 4 Laning of Indore To Raghav Garh Section of NH-59 (Indore-Harda
Project package-1 Stretch) from MR-10 Junction on NH-3 Bypass Ch.-0.250 to Raghav Garh
26.903(Design Length = 26.653 KM) under Bharatmala Pariyojana A Phase-I (Economic
Corridor) in the State of Madhya Pradesh on EPC Mode.

Client National Highway Authority Of India

Authority Engineer M/s L N Malviya Infra Projects Pvt. Ltd. In Association with ICSC
EPC Contractor M/s P. D. Agrawal Infrastucture Ltd.

MOISTURE CORRECTION

Date 7/20/2024 Temprature 27°c Humidity 84%

Total Moisture content in Aggregate %
Type of Water Absorption Free Water
Sr. No Wt. of Wet Wt. of Dry Moisture Content (%) content (%)
material
Aggregate Aggregate (%)

1 20 mm 500 492.0 1.626 1.37 0.256

2 10 mm 500 490.5 1.937 1.37 0.567

Crushed
3 500 481.0 3.950 1.37 2.580
Sand
4 River Sand 500 481.5 3.842 1.30 2.542

Adjusted Weight after Moisture Correction in kg

Sr. No M-35 M-35 M-50
Type of material M-15 M-25 M-30 M-35 RCC M-35 PILE
GIRDER RE WALL
M-40 RCC
PSC
1 Cement 250 350 370 380 400 390 385 390 440
2 Microsilica 44
3 Fly Ash 0 0 0 0 0 0 0 0 0
4 Water 97.6 125.1 130.4 134.8 131.6 127.4 125.3 127.2 122.3
5 20mm 746.2 691.1 680.2 673.2 703.1 710.2 674.7 676.9 683.7
6 10mm 564.8 523.0 514.9 509.6 470.1 474.9 516.9 512.4 457.2
7 Crushed Sand 581.0 538.1 529.7 524.2 399.7 403.8 405.2 527.1 388.7
8 River Sand 312.4 289.4 284.9 281.9 399.5 403.6 405.0 283.4 388.5
9 Admixture 1.70 2.45 2.59 2.66 3.20 3.10 2.31 3.12 6.12
Contractor Represantative Authoriy Engineer's Represantive
Construction of 4 Laning of Indore To Raghav Garh Section of NH-59 (Indore-Harda
Project package-1 Stretch) from MR-10 Junction on NH-3 Bypass Ch.-0.250 to Raghav Garh
26.903(Design Length = 26.653 KM) under Bharatmala Pariyojana A Phase-I (Economic
Corridor) in the State of Madhya Pradesh on EPC Mode.

Client National Highway Authority Of India

Authority Engineer M/s L N Malviya Infra Projects Pvt. Ltd. In Association with ICSC
EPC Contractor M/s P. D. Agrawal Infrastucture Ltd.

MOISTURE CORRECTION

Date 21/7/2024 Temprature 26°c Humidity 88%

Total Moisture content in Aggregate %
Type of Water Absorption Free Water
Sr. No Wt. of Wet Wt. of Dry Moisture Content (%) content (%)
material
Aggregate Aggregate (%)

1 20 mm 500 493.0 1.420 1.37 0.050

2 10 mm 500 490.0 2.041 1.37 0.671

Crushed
3 500 479.0 4.384 1.37 3.014
Sand
4 River Sand 500 479.5 4.275 1.30 2.975

Adjusted Weight after Moisture Correction in kg

Sr. No M-35 M-35 M-50
Type of material M-15 M-25 M-30 M-35 RCC M-35 PILE
GIRDER RE WALL
M-40 RCC
PSC
1 Cement 250 350 370 380 400 390 385 390 440
2 Microsilica 44
3 Fly Ash 0 0 0 0 0 0 0 0 0
4 Water 94.7 122.5 127.8 132.3 129.2 125.0 122.8 124.6 119.9
5 20mm 744.7 689.6 678.8 671.8 701.6 708.8 673.3 675.5 682.3
6 10mm 565.4 523.6 515.4 510.1 470.6 475.4 517.4 512.9 457.6
7 Crushed Sand 583.5 540.4 532.0 526.4 401.3 405.5 406.9 529.3 390.3
8 River Sand 313.8 290.6 286.1 283.1 401.2 405.3 406.8 284.6 390.2
9 Admixture 1.70 2.45 2.59 2.66 3.20 3.10 2.31 3.12 6.12
Contractor Represantative Authoriy Engineer's Represantive
Construction of 4 Laning of Indore To Raghav Garh Section of NH-59 (Indore-Harda
Project package-1 Stretch) from MR-10 Junction on NH-3 Bypass Ch.-0.250 to Raghav Garh
26.903(Design Length = 26.653 KM) under Bharatmala Pariyojana A Phase-I (Economic
Corridor) in the State of Madhya Pradesh on EPC Mode.

Client National Highway Authority Of India

Authority Engineer M/s L N Malviya Infra Projects Pvt. Ltd. In Association with ICSC
EPC Contractor M/s P. D. Agrawal Infrastucture Ltd.

MOISTURE CORRECTION

Date 20/7/2024 Temprature 27°c Humidity 84%

Total Moisture content in Aggregate %
Type of Water Absorption Free Water
Sr. No Wt. of Wet Wt. of Dry Moisture Content (%) content (%)
material
Aggregate Aggregate (%)

1 20 mm 500 494.5 1.112 1.37 -0.258

2 10 mm 500 490.5 1.937 1.37 0.567

Crushed
3 500 481.0 3.950 1.37 2.580
Sand
4 River Sand 500 481.5 3.842 1.30 2.542

Adjusted Weight after Moisture Correction in kg

Sr. No M-35 M-35 M-50
Type of material M-15 M-25 M-30 M-35 RCC M-35 PILE
GIRDER RE WALL
M-40 RCC
PSC
1 Cement 250 350 370 380 400 390 385 390 440
2 Microsilica 44
3 Fly Ash 0 0 0 0 0 0 0 0 0
4 Water 101.4 128.6 133.9 138.3 135.2 131.1 128.8 130.7 125.8
5 20mm 742.4 687.5 676.8 669.8 699.5 706.6 671.3 673.5 680.2
6 10mm 564.8 523.0 514.9 509.6 470.1 474.9 516.9 512.4 457.2
7 Crushed Sand 581.0 538.1 529.7 524.2 399.7 403.8 405.2 527.1 388.7
8 River Sand 312.4 289.4 284.9 281.9 399.5 403.6 405.0 283.4 388.5
9 Admixture 1.70 2.45 2.59 2.66 3.20 3.10 2.31 3.12 6.12
Contractor Represantative Authoriy Engineer's Represantive
Construction of 4 Laning of Indore To Raghav Garh Section of NH-59 (Indore-Harda
Project package-1 Stretch) from MR-10 Junction on NH-3 Bypass Ch.-0.250 to Raghav Garh
26.903(Design Length = 26.653 KM) under Bharatmala Pariyojana A Phase-I (Economic
Corridor) in the State of Madhya Pradesh on EPC Mode.

Client National Highway Authority Of India

Authority Engineer M/s L N Malviya Infra Projects Pvt. Ltd. In Association with ICSC
EPC Contractor M/s P. D. Agrawal Infrastucture Ltd.

MOISTURE CORRECTION

Date 5/7/2024 Temprature 27°c Humidity 84%

Total Moisture content in Aggregate %
Type of Water Absorption Free Water
Sr. No Wt. of Wet Wt. of Dry Moisture Content (%) content (%)
material
Aggregate Aggregate (%)

1 20 mm 500 492.0 1.626 1.37 0.256

2 10 mm 500 492.5 1.523 1.37 0.153

Crushed
3 500 481.0 3.950 1.37 2.580
Sand
4 River Sand 500 482.0 3.734 1.30 2.434

Adjusted Weight after Moisture Correction in kg

Sr. No M-35 M-35 M-50
Type of material M-15 M-25 M-30 M-35 RCC M-35 PILE
GIRDER RE WALL
M-40 RCC
PSC
1 Cement 250 350 370 380 400 390 385 390 440
2 Microsilica 44
3 Fly Ash 0 0 0 0 0 0 0 0 0
4 Water 100.2 127.5 132.8 137.2 134.0 129.8 127.9 129.6 124.6
5 20mm 746.2 691.1 680.2 673.2 703.1 710.2 674.7 676.9 683.7
6 10mm 562.5 520.9 512.8 507.5 468.2 472.9 514.8 510.3 455.3
7 Crushed Sand 581.0 538.1 529.7 524.2 399.7 403.8 405.2 527.1 388.7
8 River Sand 312.1 289.1 284.6 281.6 399.1 403.2 404.6 283.1 388.1
9 Admixture 1.70 2.45 2.59 2.66 3.20 3.10 2.31 3.12 6.12
Contractor Represantative Authoriy Engineer's Represantive
Construction of 4 Laning of Indore To Raghav Garh Section of NH-59 (Indore-Harda
Project package-1 Stretch) from MR-10 Junction on NH-3 Bypass Ch.-0.250 to Raghav Garh
26.903(Design Length = 26.653 KM) under Bharatmala Pariyojana A Phase-I (Economic
Corridor) in the State of Madhya Pradesh on EPC Mode.

Client National Highway Authority Of India

Authority Engineer M/s L N Malviya Infra Projects Pvt. Ltd. In Association with ICSC
EPC Contractor M/s P. D. Agrawal Infrastucture Ltd.

MOISTURE CORRECTION

Date 23/6/2024 Temprature 26°c Humidity 80%

Total Moisture content in Aggregate %
Type of Water Absorption Free Water
Sr. No Wt. of Wet Wt. of Dry Moisture Content (%) content (%)
material
Aggregate Aggregate (%)

1 20 mm 500 496.5 0.705 1.37 -0.665

2 10 mm 500 494.0 1.215 1.37 -0.155

Crushed
3 500 484.5 3.199 1.37 1.829
Sand
4 River Sand 500 486.5 2.775 1.30 1.475

Adjusted Weight after Moisture Correction in kg

Sr. No M-35 M-35 M-50
Type of material M-15 M-25 M-30 M-35 RCC M-35 PILE
GIRDER RE WALL
M-40 RCC
PSC
1 Cement 250 350 370 380 400 390 385 390 440
2 Microsilica 44
3 Fly Ash 0 0 0 0 0 0 0 0 0
4 Water 116.0 142.1 147.2 151.5 148.5 144.5 142.4 143.9 138.7
5 20mm 739.3 684.7 674.0 667.0 696.6 703.7 668.5 670.7 677.5
6 10mm 560.7 519.3 511.2 505.9 466.8 471.5 513.2 508.7 453.9
7 Crushed Sand 576.8 534.2 525.8 520.3 396.7 400.8 402.2 523.2 385.8
8 River Sand 309.2 286.4 281.9 279.0 395.3 399.4 400.8 280.5 384.5
9 Admixture 1.70 2.45 2.59 2.66 3.20 3.10 2.31 3.12 6.12
Contractor Represantative Authoriy Engineer's Represantive
Construction of 4 Laning of Indore To Raghav Garh Section of NH-59 (Indore-Harda
Project package-1 Stretch) from MR-10 Junction on NH-3 Bypass Ch.-0.250 to Raghav Garh
26.903(Design Length = 26.653 KM) under Bharatmala Pariyojana A Phase-I (Economic
Corridor) in the State of Madhya Pradesh on EPC Mode.

Client National Highway Authority Of India

Authority Engineer M/s L N Malviya Infra Projects Pvt. Ltd. In Association with ICSC
EPC Contractor M/s P. D. Agrawal Infrastucture Ltd.

MOISTURE CORRECTION

Date 22/6/2024 Temprature 27°c Humidity 81%

Total Moisture content in Aggregate %
Type of Water Absorption Free Water
Sr. No Wt. of Wet Wt. of Dry Moisture Content (%) content (%)
material
Aggregate Aggregate (%)

1 20 mm 500 496.0 0.806 1.37 -0.564

2 10 mm 500 494.5 1.112 1.37 -0.258

Crushed
3 500 484.0 3.306 1.37 1.936
Sand
4 River Sand 500 486.0 2.881 1.30 1.581

Adjusted Weight after Moisture Correction in kg

Sr. No M-35 M-35 M-50
Type of material M-15 M-25 M-30 M-35 RCC M-35 PILE
GIRDER RE WALL
M-40 RCC
PSC
1 Cement 250 350 370 380 400 390 385 390 440
2 Microsilica 44
3 Fly Ash 0 0 0 0 0 0 0 0 0
4 Water 114.9 141.1 146.2 150.5 147.5 143.5 141.4 142.9 137.7
5 20mm 740.1 685.4 674.7 667.7 697.3 704.4 669.2 671.4 678.2
6 10mm 560.2 518.8 510.7 505.4 466.3 471.0 512.7 508.2 453.4
7 Crushed Sand 577.4 534.8 526.4 520.9 397.1 401.2 402.6 523.7 386.2
8 River Sand 309.5 286.7 282.2 279.2 395.8 399.8 401.2 280.8 384.9
9 Admixture 1.70 2.45 2.59 2.66 3.20 3.10 2.31 3.12 6.12
Contractor Represantative Authoriy Engineer's Represantive
Construction of 4 Laning of Indore To Raghav Garh Section of NH-59 (Indore-Harda
Project package-1 Stretch) from MR-10 Junction on NH-3 Bypass Ch.-0.250 to Raghav Garh
26.903(Design Length = 26.653 KM) under Bharatmala Pariyojana A Phase-I (Economic
Corridor) in the State of Madhya Pradesh on EPC Mode.

Client National Highway Authority Of India

Authority Engineer M/s L N Malviya Infra Projects Pvt. Ltd. In Association with ICSC
EPC Contractor M/s P. D. Agrawal Infrastucture Ltd.

MOISTURE CORRECTION

Date 21/6/2024 Temprature 28°c Humidity 75%

Total Moisture content in Aggregate %
Type of Water Absorption Free Water
Sr. No Wt. of Wet Wt. of Dry Moisture Content (%) content (%)
material
Aggregate Aggregate (%)

1 20 mm 500 496.5 0.705 1.37 -0.665

2 10 mm 500 494.0 1.215 1.37 -0.155

Crushed
3 500 484.5 3.199 1.37 1.829
Sand
4 River Sand 500 486.5 2.775 1.30 1.475

Adjusted Weight after Moisture Correction in kg

Sr. No M-35 M-35 M-50
Type of material M-15 M-25 M-30 M-35 RCC M-35 PILE
GIRDER RE WALL
M-40 RCC
PSC
1 Cement 250 350 370 380 400 390 385 390 440
2 Microsilica 44
3 Fly Ash 0 0 0 0 0 0 0 0 0
4 Water 116.0 142.1 147.2 151.5 148.5 144.5 142.4 143.9 138.7
5 20mm 739.3 684.7 674.0 667.0 696.6 703.7 668.5 670.7 677.5
6 10mm 560.7 519.3 511.2 505.9 466.8 471.5 513.2 508.7 453.9
7 Crushed Sand 576.8 534.2 525.8 520.3 396.7 400.8 402.2 523.2 385.8
8 River Sand 309.2 286.4 281.9 279.0 395.3 399.4 400.8 280.5 384.5
9 Admixture 1.70 2.45 2.59 2.66 3.20 3.10 2.31 3.12 6.12
Contractor Represantative Authoriy Engineer's Represantive
Construction of 4 Laning of Indore To Raghav Garh Section of NH-59 (Indore-Harda
Project package-1 Stretch) from MR-10 Junction on NH-3 Bypass Ch.-0.250 to Raghav Garh
26.903(Design Length = 26.653 KM) under Bharatmala Pariyojana A Phase-I (Economic
Corridor) in the State of Madhya Pradesh on EPC Mode.

Client National Highway Authority Of India

Authority Engineer M/s L N Malviya Infra Projects Pvt. Ltd. In Association with ICSC
EPC Contractor M/s P. D. Agrawal Infrastucture Ltd.

MOISTURE CORRECTION

Date 20/6/2024 Temprature 27°c Humidity 74%

Total Moisture content in Aggregate %
Type of Water Absorption Free Water
Sr. No Wt. of Wet Wt. of Dry Moisture Content (%) content (%)
material
Aggregate Aggregate (%)

1 20 mm 500 496.0 0.806 1.37 -0.564

2 10 mm 500 494.5 1.112 1.37 -0.258

Crushed
3 500 484.0 3.306 1.37 1.936
Sand
4 River Sand 500 486.0 2.881 1.30 1.581

Adjusted Weight after Moisture Correction in kg

Sr. No M-35 M-35 M-50
Type of material M-15 M-25 M-30 M-35 RCC M-35 PILE
GIRDER RE WALL
M-40 RCC
PSC
1 Cement 250 350 370 380 400 390 385 390 440
2 Microsilica 44
3 Fly Ash 0 0 0 0 0 0 0 0 0
4 Water 114.9 141.1 146.2 150.5 147.5 143.5 141.4 142.9 137.7
5 20mm 740.1 685.4 674.7 667.7 697.3 704.4 669.2 671.4 678.2
6 10mm 560.2 518.8 510.7 505.4 466.3 471.0 512.7 508.2 453.4
7 Crushed Sand 577.4 534.8 526.4 520.9 397.1 401.2 402.6 523.7 386.2
8 River Sand 309.5 286.7 282.2 279.2 395.8 399.8 401.2 280.8 384.9
9 Admixture 1.70 2.45 2.59 2.66 3.20 3.10 2.31 3.12 6.12
Contractor Represantative Authoriy Engineer's Represantive
Construction of 4 Laning of Indore To Raghav Garh Section of NH-59 (Indore-Harda
Project package-1 Stretch) from MR-10 Junction on NH-3 Bypass Ch.-0.250 to Raghav Garh
26.903(Design Length = 26.653 KM) under Bharatmala Pariyojana A Phase-I (Economic
Corridor) in the State of Madhya Pradesh on EPC Mode.

Client National Highway Authority Of India

Authority Engineer M/s L N Malviya Infra Projects Pvt. Ltd. In Association with ICSC
EPC Contractor M/s P. D. Agrawal Infrastucture Ltd.

MOISTURE CORRECTION

Date 19/6/2024 Temprature 28°c Humidity 74%

Total Moisture content in Aggregate %
Type of Water Absorption Free Water
Sr. No Wt. of Wet Wt. of Dry Moisture Content (%) content (%)
material
Aggregate Aggregate (%)

1 20 mm 500 496.5 0.705 1.37 -0.665

2 10 mm 500 494.0 1.215 1.37 -0.155

Crushed
3 500 484.5 3.199 1.37 1.829
Sand
4 River Sand 500 485.5 2.987 1.30 1.687

Adjusted Weight after Moisture Correction in kg

Sr. No M-35 M-35 M-50
Type of material M-15 M-25 M-30 M-35 RCC M-35 PILE
GIRDER RE WALL
M-40 RCC
PSC
1 Cement 250 350 370 380 400 390 385 390 440
2 Microsilica 44
3 Fly Ash 0 0 0 0 0 0 0 0 0
4 Water 115.3 141.5 146.6 150.9 147.7 143.7 141.6 143.3 137.9
5 20mm 739.3 684.7 674.0 667.0 696.6 703.7 668.5 670.7 677.5
6 10mm 560.7 519.3 511.2 505.9 466.8 471.5 513.2 508.7 453.9
7 Crushed Sand 576.8 534.2 525.8 520.3 396.7 400.8 402.2 523.2 385.8
8 River Sand 309.8 287.0 282.5 279.5 396.2 400.2 401.7 281.1 385.3
9 Admixture 1.70 2.45 2.59 2.66 3.20 3.10 2.31 3.12 6.12
Contractor Represantative Authoriy Engineer's Represantive
Construction of 4 Laning of Indore To Raghav Garh Section of NH-59 (Indore-Harda
Project package-1 Stretch) from MR-10 Junction on NH-3 Bypass Ch.-0.250 to Raghav Garh
26.903(Design Length = 26.653 KM) under Bharatmala Pariyojana A Phase-I (Economic
Corridor) in the State of Madhya Pradesh on EPC Mode.

Client National Highway Authority Of India

Authority Engineer M/s L N Malviya Infra Projects Pvt. Ltd. In Association with ICSC
EPC Contractor M/s P. D. Agrawal Infrastucture Ltd.

MOISTURE CORRECTION

Date 18/6/2024 Temprature 28°c Humidity 73%

Total Moisture content in Aggregate %
Type of Water Absorption Free Water
Sr. No Wt. of Wet Wt. of Dry Moisture Content (%) content (%)
material
Aggregate Aggregate (%)

1 20 mm 500 496.0 0.806 1.37 -0.564

2 10 mm 500 494.5 1.112 1.37 -0.258

Crushed
3 500 484.0 3.306 1.37 1.936
Sand
4 River Sand 500 485.0 3.093 1.30 1.793

Adjusted Weight after Moisture Correction in kg

Sr. No M-35 M-35 M-50
Type of material M-15 M-25 M-30 M-35 RCC M-35 PILE
GIRDER RE WALL
M-40 RCC
PSC
1 Cement 250 350 370 380 400 390 385 390 440
2 Microsilica 44
3 Fly Ash 0 0 0 0 0 0 0 0 0
4 Water 114.2 140.5 145.6 149.9 146.6 142.6 140.6 142.3 136.9
5 20mm 740.1 685.4 674.7 667.7 697.3 704.4 669.2 671.4 678.2
6 10mm 560.2 518.8 510.7 505.4 466.3 471.0 512.7 508.2 453.4
7 Crushed Sand 577.4 534.8 526.4 520.9 397.1 401.2 402.6 523.7 386.2
8 River Sand 310.2 287.3 282.8 279.8 396.6 400.7 402.1 281.4 385.7
9 Admixture 1.70 2.45 2.59 2.66 3.20 3.10 2.31 3.12 6.12
Contractor Represantative Authoriy Engineer's Represantive
Construction of 4 Laning of Indore To Raghav Garh Section of NH-59 (Indore-Harda
Project package-1 Stretch) from MR-10 Junction on NH-3 Bypass Ch.-0.250 to Raghav Garh
26.903(Design Length = 26.653 KM) under Bharatmala Pariyojana A Phase-I (Economic
Corridor) in the State of Madhya Pradesh on EPC Mode.

Client National Highway Authority Of India

Authority Engineer M/s L N Malviya Infra Projects Pvt. Ltd. In Association with ICSC
EPC Contractor M/s P. D. Agrawal Infrastucture Ltd.

MOISTURE CORRECTION

Date 17/6/2024 Temprature 29°c Humidity 66%

Total Moisture content in Aggregate %
Type of Water Absorption Free Water
Sr. No Wt. of Wet Wt. of Dry Moisture Content (%) content (%)
material
Aggregate Aggregate (%)

1 20 mm 500 496.5 0.705 1.37 -0.665

2 10 mm 500 494.0 1.215 1.37 -0.155

Crushed
3 500 484.5 3.199 1.37 1.829
Sand
4 River Sand 500 484.5 3.199 1.30 1.899

Adjusted Weight after Moisture Correction in kg

Sr. No M-35 M-35 M-50
Type of material M-15 M-25 M-30 M-35 RCC M-35 PILE
GIRDER RE WALL
M-40 RCC
PSC
1 Cement 250 350 370 380 400 390 385 390 440
2 Microsilica 44
3 Fly Ash 0 0 0 0 0 0 0 0 0
4 Water 114.7 140.9 146.0 150.3 146.9 142.9 140.7 142.7 137.1
5 20mm 739.3 684.7 674.0 667.0 696.6 703.7 668.5 670.7 677.5
6 10mm 560.7 519.3 511.2 505.9 466.8 471.5 513.2 508.7 453.9
7 Crushed Sand 576.8 534.2 525.8 520.3 396.7 400.8 402.2 523.2 385.8
8 River Sand 310.5 287.6 283.1 280.1 397.0 401.1 402.5 281.6 386.1
9 Admixture 1.70 2.45 2.59 2.66 3.20 3.10 2.31 3.12 6.12
Contractor Represantative Authoriy Engineer's Represantive
Construction of 4 Laning of Indore To Raghav Garh Section of NH-59 (Indore-Harda
Project package-1 Stretch) from MR-10 Junction on NH-3 Bypass Ch.-0.250 to Raghav Garh
26.903(Design Length = 26.653 KM) under Bharatmala Pariyojana A Phase-I (Economic
Corridor) in the State of Madhya Pradesh on EPC Mode.

Client National Highway Authority Of India

Authority Engineer M/s L N Malviya Infra Projects Pvt. Ltd. In Association with ICSC
EPC Contractor M/s P. D. Agrawal Infrastucture Ltd.

MOISTURE CORRECTION

Date 14/6/2024 Temprature 30°c Humidity 63%

Total Moisture content in Aggregate %
Type of Water Absorption Free Water
Sr. No Wt. of Wet Wt. of Dry Moisture Content (%) content (%)
material
Aggregate Aggregate (%)

1 20 mm 500 496.0 0.806 1.37 -0.564

2 10 mm 500 494.5 1.112 1.37 -0.258

Crushed
3 500 484.0 3.306 1.37 1.936
Sand
4 River Sand 500 485.0 3.093 1.30 1.793

Adjusted Weight after Moisture Correction in kg

Sr. No M-35 M-35 M-50
Type of material M-15 M-25 M-30 M-35 RCC M-35 PILE
GIRDER RE WALL
M-40 RCC
PSC
1 Cement 250 350 370 380 400 390 385 390 440
2 Microsilica 44
3 Fly Ash 0 0 0 0 0 0 0 0 0
4 Water 114.2 140.5 145.6 149.9 146.6 142.6 140.6 142.3 136.9
5 20mm 740.1 685.4 674.7 667.7 697.3 704.4 669.2 671.4 678.2
6 10mm 560.2 518.8 510.7 505.4 466.3 471.0 512.7 508.2 453.4
7 Crushed Sand 577.4 534.8 526.4 520.9 397.1 401.2 402.6 523.7 386.2
8 River Sand 310.2 287.3 282.8 279.8 396.6 400.7 402.1 281.4 385.7
9 Admixture 1.70 2.45 2.59 2.66 3.20 3.10 2.31 3.12 6.12
Contractor Represantative Authoriy Engineer's Represantive
Construction of 4 Laning of Indore To Raghav Garh Section of NH-59 (Indore-Harda
Project package-1 Stretch) from MR-10 Junction on NH-3 Bypass Ch.-0.250 to Raghav Garh
26.903(Design Length = 26.653 KM) under Bharatmala Pariyojana A Phase-I (Economic
Corridor) in the State of Madhya Pradesh on EPC Mode.

Client National Highway Authority Of India

Authority Engineer M/s L N Malviya Infra Projects Pvt. Ltd. In Association with ICSC
EPC Contractor M/s P. D. Agrawal Infrastucture Ltd.

MOISTURE CORRECTION

Date 13/6/2024 Temprature 28°c Humidity 69%

Total Moisture content in Aggregate %
Type of Water Absorption Free Water
Sr. No Wt. of Wet Wt. of Dry Moisture Content (%) content (%)
material
Aggregate Aggregate (%)

1 20 mm 500 496.5 0.705 1.37 -0.665

2 10 mm 500 494.0 1.215 1.37 -0.155

Crushed
3 500 484.5 3.199 1.37 1.829
Sand
4 River Sand 500 485.5 2.987 1.30 1.687

Adjusted Weight after Moisture Correction in kg

Sr. No M-35 M-35 M-50
Type of material M-15 M-25 M-30 M-35 RCC M-35 PILE
GIRDER RE WALL
M-40 RCC
PSC
1 Cement 250 350 370 380 400 390 385 390 440
2 Microsilica 44
3 Fly Ash 0 0 0 0 0 0 0 0 0
4 Water 115.3 141.5 146.6 150.9 147.7 143.7 141.6 143.3 137.9
5 20mm 739.3 684.7 674.0 667.0 696.6 703.7 668.5 670.7 677.5
6 10mm 560.7 519.3 511.2 505.9 466.8 471.5 513.2 508.7 453.9
7 Crushed Sand 576.8 534.2 525.8 520.3 396.7 400.8 402.2 523.2 385.8
8 River Sand 309.8 287.0 282.5 279.5 396.2 400.2 401.7 281.1 385.3
9 Admixture 1.70 2.45 2.59 2.66 3.20 3.10 2.31 3.12 6.12
Contractor Represantative Authoriy Engineer's Represantive
Construction of 4 Laning of Indore To Raghav Garh Section of NH-59 (Indore-Harda
Project package-1 Stretch) from MR-10 Junction on NH-3 Bypass Ch.-0.250 to Raghav Garh
26.903(Design Length = 26.653 KM) under Bharatmala Pariyojana A Phase-I (Economic
Corridor) in the State of Madhya Pradesh on EPC Mode.

Client National Highway Authority Of India

Authority Engineer M/s L N Malviya Infra Projects Pvt. Ltd. In Association with ICSC
EPC Contractor M/s P. D. Agrawal Infrastucture Ltd.

MOISTURE CORRECTION

Date 12/6/2024 Temprature 28°c Humidity 69%

Total Moisture content in Aggregate %
Type of Water Absorption Free Water
Sr. No Wt. of Wet Wt. of Dry Moisture Content (%) content (%)
material
Aggregate Aggregate (%)

1 20 mm 500 496.0 0.806 1.37 -0.564

2 10 mm 500 494.5 1.112 1.37 -0.258

Crushed
3 500 484.0 3.306 1.37 1.936
Sand
4 River Sand 500 486.0 2.881 1.30 1.581

Adjusted Weight after Moisture Correction in kg

Sr. No M-35 M-35 M-50
Type of material M-15 M-25 M-30 M-35 RCC M-35 PILE
GIRDER RE WALL
M-40 RCC
PSC
1 Cement 250 350 370 380 400 390 385 390 440
2 Microsilica 44
3 Fly Ash 0 0 0 0 0 0 0 0 0
4 Water 114.9 141.1 146.2 150.5 147.5 143.5 141.4 142.9 137.7
5 20mm 740.1 685.4 674.7 667.7 697.3 704.4 669.2 671.4 678.2
6 10mm 560.2 518.8 510.7 505.4 466.3 471.0 512.7 508.2 453.4
7 Crushed Sand 577.4 534.8 526.4 520.9 397.1 401.2 402.6 523.7 386.2
8 River Sand 309.5 286.7 282.2 279.2 395.8 399.8 401.2 280.8 384.9
9 Admixture 1.70 2.45 2.59 2.66 3.20 3.10 2.31 3.12 6.12
Contractor Represantative Authoriy Engineer's Represantive
Construction of 4 Laning of Indore To Raghav Garh Section of NH-59 (Indore-Harda
Project package-1 Stretch) from MR-10 Junction on NH-3 Bypass Ch.-0.250 to Raghav Garh
26.903(Design Length = 26.653 KM) under Bharatmala Pariyojana A Phase-I (Economic
Corridor) in the State of Madhya Pradesh on EPC Mode.

Client National Highway Authority Of India

Authority Engineer M/s L N Malviya Infra Projects Pvt. Ltd. In Association with ICSC
EPC Contractor M/s P. D. Agrawal Infrastucture Ltd.

MOISTURE CORRECTION

Date 11/6/2024 Temprature 29°c Humidity 60%

Total Moisture content in Aggregate %
Type of Water Absorption Free Water
Sr. No Wt. of Wet Wt. of Dry Moisture Content (%) content (%)
material
Aggregate Aggregate (%)

1 20 mm 500 496.5 0.705 1.37 -0.665

2 10 mm 500 494.0 1.215 1.37 -0.155

Crushed
3 500 484.5 3.199 1.37 1.829
Sand
4 River Sand 500 485.5 2.987 1.30 1.687

Adjusted Weight after Moisture Correction in kg

Sr. No M-35 M-35 M-50
Type of material M-15 M-25 M-30 M-35 RCC M-35 PILE
GIRDER RE WALL
M-40 RCC
PSC
1 Cement 250 350 370 380 400 390 385 390 440
2 Microsilica 44
3 Fly Ash 0 0 0 0 0 0 0 0 0
4 Water 115.3 141.5 146.6 150.9 147.7 143.7 141.6 143.3 137.9
5 20mm 739.3 684.7 674.0 667.0 696.6 703.7 668.5 670.7 677.5
6 10mm 560.7 519.3 511.2 505.9 466.8 471.5 513.2 508.7 453.9
7 Crushed Sand 576.8 534.2 525.8 520.3 396.7 400.8 402.2 523.2 385.8
8 River Sand 309.8 287.0 282.5 279.5 396.2 400.2 401.7 281.1 385.3
9 Admixture 1.70 2.45 2.59 2.66 3.20 3.10 2.31 3.12 6.12
Contractor Represantative Authoriy Engineer's Represantive
Construction of 4 Laning of Indore To Raghav Garh Section of NH-59 (Indore-Harda
Project package-1 Stretch) from MR-10 Junction on NH-3 Bypass Ch.-0.250 to Raghav Garh
26.903(Design Length = 26.653 KM) under Bharatmala Pariyojana A Phase-I (Economic
Corridor) in the State of Madhya Pradesh on EPC Mode.

Client National Highway Authority Of India

Authority Engineer M/s L N Malviya Infra Projects Pvt. Ltd. In Association with ICSC
EPC Contractor M/s P. D. Agrawal Infrastucture Ltd.

MOISTURE CORRECTION

Date 10/6/2024 Temprature 27°c Humidity 69%

Total Moisture content in Aggregate %
Type of Water Absorption Free Water
Sr. No Wt. of Wet Wt. of Dry Moisture Content (%) content (%)
material
Aggregate Aggregate (%)

1 20 mm 500 496.0 0.806 1.37 -0.564

2 10 mm 500 494.5 1.112 1.37 -0.258

Crushed
3 500 484.0 3.306 1.37 1.936
Sand
4 River Sand 500 486.0 2.881 1.30 1.581

Adjusted Weight after Moisture Correction in kg

Sr. No M-35 M-35 M-50
Type of material M-15 M-25 M-30 M-35 RCC M-35 PILE
GIRDER RE WALL
M-40 RCC
PSC
1 Cement 250 350 370 380 400 390 385 390 440
2 Microsilica 44
3 Fly Ash 0 0 0 0 0 0 0 0 0
4 Water 114.9 141.1 146.2 150.5 147.5 143.5 141.4 142.9 137.7
5 20mm 740.1 685.4 674.7 667.7 697.3 704.4 669.2 671.4 678.2
6 10mm 560.2 518.8 510.7 505.4 466.3 471.0 512.7 508.2 453.4
7 Crushed Sand 577.4 534.8 526.4 520.9 397.1 401.2 402.6 523.7 386.2
8 River Sand 309.5 286.7 282.2 279.2 395.8 399.8 401.2 280.8 384.9
9 Admixture 1.70 2.45 2.59 2.66 3.20 3.10 2.31 3.12 6.12
Contractor Represantative Authoriy Engineer's Represantive
Construction of 4 Laning of Indore To Raghav Garh Section of NH-59 (Indore-Harda
Project package-1 Stretch) from MR-10 Junction on NH-3 Bypass Ch.-0.250 to Raghav Garh
26.903(Design Length = 26.653 KM) under Bharatmala Pariyojana A Phase-I (Economic
Corridor) in the State of Madhya Pradesh on EPC Mode.

Client National Highway Authority Of India

Authority Engineer M/s L N Malviya Infra Projects Pvt. Ltd. In Association with ICSC
EPC Contractor M/s P. D. Agrawal Infrastucture Ltd.

MOISTURE CORRECTION

Date 9/6/2024 Temprature 29°c Humidity 69%

Total Moisture content in Aggregate %
Type of Water Absorption Free Water
Sr. No Wt. of Wet Wt. of Dry Moisture Content (%) content (%)
material
Aggregate Aggregate (%)

1 20 mm 500 496.5 0.705 1.37 -0.665

2 10 mm 500 494.0 1.215 1.37 -0.155

Crushed
3 500 484.5 3.199 1.37 1.829
Sand
4 River Sand 500 485.5 2.987 1.30 1.687

Adjusted Weight after Moisture Correction in kg

Sr. No M-35 M-35 M-50
Type of material M-15 M-25 M-30 M-35 RCC M-35 PILE
GIRDER RE WALL
M-40 RCC
PSC
1 Cement 250 350 370 380 400 390 385 390 440
2 Microsilica 44
3 Fly Ash 0 0 0 0 0 0 0 0 0
4 Water 115.3 141.5 146.6 150.9 147.7 143.7 141.6 143.3 137.9
5 20mm 739.3 684.7 674.0 667.0 696.6 703.7 668.5 670.7 677.5
6 10mm 560.7 519.3 511.2 505.9 466.8 471.5 513.2 508.7 453.9
7 Crushed Sand 576.8 534.2 525.8 520.3 396.7 400.8 402.2 523.2 385.8
8 River Sand 309.8 287.0 282.5 279.5 396.2 400.2 401.7 281.1 385.3
9 Admixture 1.70 2.45 2.59 2.66 3.20 3.10 2.31 3.12 6.12
Contractor Represantative Authoriy Engineer's Represantive
Construction of 4 Laning of Indore To Raghav Garh Section of NH-59 (Indore-Harda
Project package-1 Stretch) from MR-10 Junction on NH-3 Bypass Ch.-0.250 to Raghav Garh
26.903(Design Length = 26.653 KM) under Bharatmala Pariyojana A Phase-I (Economic
Corridor) in the State of Madhya Pradesh on EPC Mode.

Client National Highway Authority Of India

Authority Engineer M/s L N Malviya Infra Projects Pvt. Ltd. In Association with ICSC
EPC Contractor M/s P. D. Agrawal Infrastucture Ltd.

MOISTURE CORRECTION

Date 8/6/2024 Temprature 29°c Humidity 61%

Total Moisture content in Aggregate %
Type of Water Absorption Free Water
Sr. No Wt. of Wet Wt. of Dry Moisture Content (%) content (%)
material
Aggregate Aggregate (%)

1 20 mm 500 496.0 0.806 1.37 -0.564

2 10 mm 500 493.5 1.317 1.37 -0.053

Crushed
3 500 484.0 3.306 1.37 1.936
Sand
4 River Sand 500 486.0 2.881 1.30 1.581
484
-
Sr. No M-35 M-35 RE M-50
Type of material M-15 M-25 M-30 M-35 RCC M-35 PILE
GIRDER WALL
M-40 RCC
PSC
1 Cement 250 350.0 370.0 380 400 390 385 390 440
2 Microsilica 44
3 Fly Ash 0 0.0 0.0 0 0 0 0 0 0
4 Water 125.0 150.5 155.4 159.6 156.0 152.1 150.2 152.1 146.0
5 20mm 744.3 689.3 678.5 671.5 701.3 708.4 673.0 675.2 682.0
6 10mm 561.6 520.1 512.0 506.7 467.5 472.2 514.0 509.5 454.6
7 Crushed Sand 566.4 524.6 516.4 511.0 389.6 393.6 395.0 513.8 378.9
8 River Sand 304.7 282.2 277.8 274.9 389.6 393.6 395.0 276.4 378.9
9 Admixture 1.70 2.45 2.59 2.66 3.20 3.10 2.31 3.12 6.12

Adjusted Weight after Moisture Correction in kg

Sr. No M-35 M-35 M-50
Type of material M-15 M-25 M-30 M-35 RCC M-35 PILE
GIRDER RE WALL
M-40 RCC
PSC
1 Cement 250 350 370 380 400 390 385 390 440
2 Microsilica 44
3 Fly Ash 0 0 0 0 0 0 0 0 0
4 Water 113.7 140.0 145.1 149.4 146.5 142.5 140.4 141.9 136.8
5 20mm 740.1 685.4 674.7 667.7 697.3 704.4 669.2 671.4 678.2
6 10mm 561.3 519.8 511.7 506.4 467.3 472.0 513.7 509.2 454.4
7 Crushed Sand 577.4 534.8 526.4 520.9 397.1 401.2 402.6 523.7 386.2
8 River Sand 309.5 286.7 282.2 279.2 395.8 399.8 401.2 280.8 384.9
9 Admixture 1.70 2.45 2.59 2.66 3.20 3.10 2.31 3.12 6.12
Contractor Represantative Authoriy Engineer's Represantive
Construction of 4 Laning of Indore To Raghav Garh Section of NH-59 (Indore-Harda
Project package-1 Stretch) from MR-10 Junction on NH-3 Bypass Ch.-0.250 to Raghav Garh
26.903(Design Length = 26.653 KM) under Bharatmala Pariyojana A Phase-I (Economic
Corridor) in the State of Madhya Pradesh on EPC Mode.

Client National Highway Authority Of India

Authority Engineer M/s L N Malviya Infra Projects Pvt. Ltd. In Association with ICSC
EPC Contractor M/s P. D. Agrawal Infrastucture Ltd.

MOISTURE CORRECTION

Date 7/6/2024 Temprature 32°c Humidity 46%

Total Moisture content in Aggregate %
Type of Water Absorption Free Water
Sr. No Wt. of Wet Wt. of Dry Moisture Content (%) content (%)
material
Aggregate Aggregate (%)

1 20 mm 500 496.5 0.705 1.37 -0.665

2 10 mm 500 493.0 1.420 1.37 0.050

Crushed
3 500 483.0 3.520 1.37 2.150
Sand
4 River Sand 500 486.0 2.881 1.30 1.581
484
-
Sr. No M-35 M-35 RE M-50
Type of material M-15 M-25 M-30 M-35 RCC M-35 PILE
GIRDER WALL
M-40 RCC
PSC
1 Cement 250 350.0 370.0 380 400 390 385 390 440
2 Microsilica 44
3 Fly Ash 0 0.0 0.0 0 0 0 0 0 0
4 Water 125.0 150.5 155.4 159.6 156.0 152.1 150.2 152.1 146.0
5 20mm 744.3 689.3 678.5 671.5 701.3 708.4 673.0 675.2 682.0
6 10mm 561.6 520.1 512.0 506.7 467.5 472.2 514.0 509.5 454.6
7 Crushed Sand 566.4 524.6 516.4 511.0 389.6 393.6 395.0 513.8 378.9
8 River Sand 304.7 282.2 277.8 274.9 389.6 393.6 395.0 276.4 378.9
9 Admixture 1.70 2.45 2.59 2.66 3.20 3.10 2.31 3.12 6.12

Adjusted Weight after Moisture Correction in kg

Sr. No M-35 M-35 M-50
Type of material M-15 M-25 M-30 M-35 RCC M-35 PILE
GIRDER RE WALL
M-40 RCC
PSC
1 Cement 250 350 370 380 400 390 385 390 440
2 Microsilica 44
3 Fly Ash 0 0 0 0 0 0 0 0 0
4 Water 112.7 139.1 144.2 148.5 145.9 141.9 139.7 140.9 136.2
5 20mm 739.3 684.7 674.0 667.0 696.6 703.7 668.5 670.7 677.5
6 10mm 561.9 520.4 512.3 507.0 467.7 472.4 514.3 509.8 454.8
7 Crushed Sand 578.6 535.9 527.5 522.0 398.0 402.1 403.5 524.8 387.0
8 River Sand 309.5 286.7 282.2 279.2 395.8 399.8 401.2 280.8 384.9
9 Admixture 1.70 2.45 2.59 2.66 3.20 3.10 2.31 3.12 6.12
Contractor Represantative Authoriy Engineer's Represantive
Construction of 4 Laning of Indore To Raghav Garh Section of NH-59 (Indore-Harda
Project package-1 Stretch) from MR-10 Junction on NH-3 Bypass Ch.-0.250 to Raghav Garh
26.903(Design Length = 26.653 KM) under Bharatmala Pariyojana A Phase-I (Economic
Corridor) in the State of Madhya Pradesh on EPC Mode.

Client National Highway Authority Of India

Authority Engineer M/s L N Malviya Infra Projects Pvt. Ltd. In Association with ICSC
EPC Contractor M/s P. D. Agrawal Infrastucture Ltd.

MOISTURE CORRECTION

Date 6/6/2024 Temprature 32°c Humidity 46%

Total Moisture content in Aggregate %
Type of Water Absorption Free Water
Sr. No Wt. of Wet Wt. of Dry Moisture Content (%) content (%)
material
Aggregate Aggregate (%)

1 20 mm 500 496.0 0.806 1.37 -0.564

2 10 mm 500 493.5 1.317 1.37 -0.053

Crushed
3 500 482.5 3.627 1.37 2.257
Sand
4 River Sand 500 486.5 2.775 1.30 1.475
484
-
Sr. No M-35 M-35 RE M-50
Type of material M-15 M-25 M-30 M-35 RCC M-35 PILE
GIRDER WALL
M-40 RCC
PSC
1 Cement 250 350.0 370.0 380 400 390 385 390 440
2 Microsilica 44
3 Fly Ash 0 0.0 0.0 0 0 0 0 0 0
4 Water 125.0 150.5 155.4 159.6 156.0 152.1 150.2 152.1 146.0
5 20mm 744.3 689.3 678.5 671.5 701.3 708.4 673.0 675.2 682.0
6 10mm 561.6 520.1 512.0 506.7 467.5 472.2 514.0 509.5 454.6
7 Crushed Sand 566.4 524.6 516.4 511.0 389.6 393.6 395.0 513.8 378.9
8 River Sand 304.7 282.2 277.8 274.9 389.6 393.6 395.0 276.4 378.9
9 Admixture 1.70 2.45 2.59 2.66 3.20 3.10 2.31 3.12 6.12

Adjusted Weight after Moisture Correction in kg

Sr. No M-35 M-35 M-50
Type of material M-15 M-25 M-30 M-35 RCC M-35 PILE
GIRDER RE WALL
M-40 RCC
PSC
1 Cement 250 350 370 380 400 390 385 390 440
2 Microsilica 44
3 Fly Ash 0 0 0 0 0 0 0 0 0
4 Water 112.2 138.7 143.7 148.1 145.7 141.7 139.5 140.5 135.9
5 20mm 740.1 685.4 674.7 667.7 697.3 704.4 669.2 671.4 678.2
6 10mm 561.3 519.8 511.7 506.4 467.3 472.0 513.7 509.2 454.4
7 Crushed Sand 579.2 536.4 528.1 522.5 398.4 402.5 403.9 525.4 387.5
8 River Sand 309.2 286.4 281.9 279.0 395.3 399.4 400.8 280.5 384.5
9 Admixture 1.70 2.45 2.59 2.66 3.20 3.10 2.31 3.12 6.12
Contractor Represantative Authoriy Engineer's Represantive
Construction of 4 Laning of Indore To Raghav Garh Section of NH-59 (Indore-Harda
Project package-1 Stretch) from MR-10 Junction on NH-3 Bypass Ch.-0.250 to Raghav Garh
26.903(Design Length = 26.653 KM) under Bharatmala Pariyojana A Phase-I (Economic
Corridor) in the State of Madhya Pradesh on EPC Mode.

Client National Highway Authority Of India

Authority Engineer M/s L N Malviya Infra Projects Pvt. Ltd. In Association with ICSC
EPC Contractor M/s P. D. Agrawal Infrastucture Ltd.

MOISTURE CORRECTION

Date 5/6/2024 Temprature 28°c Humidity 66%

Total Moisture content in Aggregate %
Type of Water Absorption Free Water
Sr. No Wt. of Wet Wt. of Dry Moisture Content (%) content (%)
material
Aggregate Aggregate (%)

1 20 mm 500 496.5 0.705 1.37 -0.665

2 10 mm 500 494.0 1.215 1.37 -0.155

Crushed
3 500 482.0 3.734 1.37 2.364
Sand
4 River Sand 500 486.0 2.881 1.30 1.581
484
-
Sr. No M-35 M-35 RE M-50
Type of material M-15 M-25 M-30 M-35 RCC M-35 PILE
GIRDER WALL
M-40 RCC
PSC
1 Cement 250 350.0 370.0 380 400 390 385 390 440
2 Microsilica 44
3 Fly Ash 0 0.0 0.0 0 0 0 0 0 0
4 Water 125.0 150.5 155.4 159.6 156.0 152.1 150.2 152.1 146.0
5 20mm 744.3 689.3 678.5 671.5 701.3 708.4 673.0 675.2 682.0
6 10mm 561.6 520.1 512.0 506.7 467.5 472.2 514.0 509.5 454.6
7 Crushed Sand 566.4 524.6 516.4 511.0 389.6 393.6 395.0 513.8 378.9
8 River Sand 304.7 282.2 277.8 274.9 389.6 393.6 395.0 276.4 378.9
9 Admixture 1.70 2.45 2.59 2.66 3.20 3.10 2.31 3.12 6.12

Adjusted Weight after Moisture Correction in kg

Sr. No M-35 M-35 M-50
Type of material M-15 M-25 M-30 M-35 RCC M-35 PILE
GIRDER RE WALL
M-40 RCC
PSC
1 Cement 250 350 370 380 400 390 385 390 440
2 Microsilica 44
3 Fly Ash 0 0 0 0 0 0 0 0 0
4 Water 112.6 139.0 144.1 148.4 146.0 142.0 139.9 140.9 136.3
5 20mm 739.3 684.7 674.0 667.0 696.6 703.7 668.5 670.7 677.5
6 10mm 560.7 519.3 511.2 505.9 466.8 471.5 513.2 508.7 453.9
7 Crushed Sand 579.8 537.0 528.6 523.1 398.8 402.9 404.3 525.9 387.9
8 River Sand 309.5 286.7 282.2 279.2 395.8 399.8 401.2 280.8 384.9
9 Admixture 1.70 2.45 2.59 2.66 3.20 3.10 2.31 3.12 6.12
Contractor Represantative Authoriy Engineer's Represantive
Construction of 4 Laning of Indore To Raghav Garh Section of NH-59 (Indore-Harda
Project package-1 Stretch) from MR-10 Junction on NH-3 Bypass Ch.-0.250 to Raghav Garh
26.903(Design Length = 26.653 KM) under Bharatmala Pariyojana A Phase-I (Economic
Corridor) in the State of Madhya Pradesh on EPC Mode.

Client National Highway Authority Of India

Authority Engineer M/s L N Malviya Infra Projects Pvt. Ltd. In Association with ICSC
EPC Contractor M/s P. D. Agrawal Infrastucture Ltd.

MOISTURE CORRECTION

Date 4/6/2024 Temprature 32°c Humidity 49%

Total Moisture content in Aggregate %
Type of Water Absorption Free Water
Sr. No Wt. of Wet Wt. of Dry Moisture Content (%) content (%)
material
Aggregate Aggregate (%)

1 20 mm 500 496.0 0.806 1.37 -0.564

2 10 mm 500 494.5 1.112 1.37 -0.258

Crushed
3 500 483.0 3.520 1.37 2.150
Sand
4 River Sand 500 485.5 2.987 1.30 1.687

Adjusted Weight after Moisture Correction in kg

Sr. No M-35 M-35 M-50
Type of material M-15 M-25 M-30 M-35 RCC M-35 PILE
GIRDER RE WALL
M-40 RCC
PSC
1 Cement 250 350 370 380 400 390 385 390 440
2 Microsilica 44
3 Fly Ash 0 0 0 0 0 0 0 0 0
4 Water 113.3 139.7 144.8 149.1 146.2 142.2 140.2 141.5 136.5
5 20mm 740.1 685.4 674.7 667.7 697.3 704.4 669.2 671.4 678.2
6 10mm 560.2 518.8 510.7 505.4 466.3 471.0 512.7 508.2 453.4
7 Crushed Sand 578.6 535.9 527.5 522.0 398.0 402.1 403.5 524.8 387.0
8 River Sand 309.8 287.0 282.5 279.5 396.2 400.2 401.7 281.1 385.3
9 Admixture 1.70 2.45 2.59 2.66 3.20 3.10 2.31 3.12 6.12
Contractor Represantative Authoriy Engineer's Represantive
Construction of 4 Laning of Indore To Raghav Garh Section of NH-59 (Indore-Harda
Project package-1 Stretch) from MR-10 Junction on NH-3 Bypass Ch.-0.250 to Raghav Garh
26.903(Design Length = 26.653 KM) under Bharatmala Pariyojana A Phase-I (Economic
Corridor) in the State of Madhya Pradesh on EPC Mode.

Client National Highway Authority Of India

Authority Engineer M/s L N Malviya Infra Projects Pvt. Ltd. In Association with ICSC
EPC Contractor M/s P. D. Agrawal Infrastucture Ltd.

MOISTURE CORRECTION

Date 3/6/2024 Temprature 31°c Humidity 47%

Total Moisture content in Aggregate %
Type of Water Absorption Free Water
Sr. No Wt. of Wet Wt. of Dry Moisture Content (%) content (%)
material
Aggregate Aggregate (%)

1 20 mm 500 496.5 0.705 1.37 -0.665

2 10 mm 500 495.0 1.010 1.37 -0.360

Crushed
3 500 483.5 3.413 1.37 2.043
Sand
4 River Sand 500 486.0 2.881 1.30 1.581

Adjusted Weight after Moisture Correction in kg

Sr. No M-35 M-35 M-50
Type of material M-15 M-25 M-30 M-35 RCC M-35 PILE
GIRDER RE WALL
M-40 RCC
PSC
1 Cement 250 350 370 380 400 390 385 390 440
2 Microsilica 44
3 Fly Ash 0 0 0 0 0 0 0 0 0
4 Water 115.6 141.8 146.8 151.1 148.2 144.2 142.2 143.6 138.4
5 20mm 739.3 684.7 674.0 667.0 696.6 703.7 668.5 670.7 677.5
6 10mm 559.6 518.2 510.2 504.9 465.8 470.5 512.2 507.7 453.0
7 Crushed Sand 578.0 535.3 526.9 521.4 397.6 401.6 403.1 524.3 386.6
8 River Sand 309.5 286.7 282.2 279.2 395.8 399.8 401.2 280.8 384.9
9 Admixture 1.70 2.45 2.59 2.66 3.20 3.10 2.31 3.12 6.12
Contractor Represantative Authoriy Engineer's Represantive
Construction of 4 Laning of Indore To Raghav Garh Section of NH-59 (Indore-Harda
Project package-1 Stretch) from MR-10 Junction on NH-3 Bypass Ch.-0.250 to Raghav Garh
26.903(Design Length = 26.653 KM) under Bharatmala Pariyojana A Phase-I (Economic
Corridor) in the State of Madhya Pradesh on EPC Mode.

Client National Highway Authority Of India

Authority Engineer M/s L N Malviya Infra Projects Pvt. Ltd. In Association with ICSC
EPC Contractor M/s P. D. Agrawal Infrastucture Ltd.

MOISTURE CORRECTION

Date 2/6/2024 Temprature 32°c Humidity 60%

Total Moisture content in Aggregate %
Type of Water Absorption Free Water
Sr. No Wt. of Wet Wt. of Dry Moisture Content (%) content (%)
material
Aggregate Aggregate (%)

1 20 mm 500 496.0 0.806 1.37 -0.564

2 10 mm 500 495.0 1.010 1.37 -0.360

Crushed
3 500 484.0 3.306 1.37 1.936
Sand
4 River Sand 500 486.5 2.775 1.30 1.475

Adjusted Weight after Moisture Correction in kg

Sr. No M-35 M-35 M-50
Type of material M-15 M-25 M-30 M-35 RCC M-35 PILE
GIRDER RE WALL
M-40 RCC
PSC
1 Cement 250 350 370 380 400 390 385 390 440
2 Microsilica 44
3 Fly Ash 0 0 0 0 0 0 0 0 0
4 Water 115.8 141.9 147.0 151.3 148.3 144.4 142.4 143.7 138.6
5 20mm 740.1 685.4 674.7 667.7 697.3 704.4 669.2 671.4 678.2
6 10mm 559.6 518.2 510.2 504.9 465.8 470.5 512.2 507.7 453.0
7 Crushed Sand 577.4 534.8 526.4 520.9 397.1 401.2 402.6 523.7 386.2
8 River Sand 309.2 286.4 281.9 279.0 395.3 399.4 400.8 280.5 384.5
9 Admixture 1.70 2.45 2.59 2.66 3.20 3.10 2.31 3.12 6.12
Contractor Represantative Authoriy Engineer's Represantive
Construction of 4 Laning of Indore To Raghav Garh Section of NH-59 (Indore-Harda
Project package-1 Stretch) from MR-10 Junction on NH-3 Bypass Ch.-0.250 to Raghav Garh
26.903(Design Length = 26.653 KM) under Bharatmala Pariyojana A Phase-I (Economic
Corridor) in the State of Madhya Pradesh on EPC Mode.

Client National Highway Authority Of India

Authority Engineer M/s L N Malviya Infra Projects Pvt. Ltd. In Association with ICSC
EPC Contractor M/s P. D. Agrawal Infrastucture Ltd.

MOISTURE CORRECTION

Date 31/05/2024 Temprature 38°c Humidity 27%

Total Moisture content in Aggregate %
Type of Water Absorption Free Water
Sr. No Wt. of Wet Wt. of Dry Moisture Content (%) content (%)
material
Aggregate Aggregate (%)

1 20 mm 500 496.0 0.806 1.37 -0.564

2 10 mm 500 494.0 1.215 1.37 -0.155

Crushed
3 500 484.5 3.199 1.37 1.829
Sand
4 River Sand 500 486.0 2.881 1.30 1.581

Adjusted Weight after Moisture Correction in kg

Sr. No M-35 M-35 M-50
Type of material M-15 M-25 M-30 M-35 RCC M-35 PILE
GIRDER RE WALL
M-40 RCC
PSC
1 Cement 250 350 370 380 400 390 385 390 440
2 Microsilica 44
3 Fly Ash 0 0 0 0 0 0 0 0 0
4 Water 114.9 141.1 146.2 150.5 147.4 143.4 141.3 142.9 137.6
5 20mm 740.1 685.4 674.7 667.7 697.3 704.4 669.2 671.4 678.2
6 10mm 560.7 519.3 511.2 505.9 466.8 471.5 513.2 508.7 453.9
7 Crushed Sand 576.8 534.2 525.8 520.3 396.7 400.8 402.2 523.2 385.8
8 River Sand 309.5 286.7 282.2 279.2 395.8 399.8 401.2 280.8 384.9
9 Admixture 1.70 2.45 2.59 2.66 3.20 3.10 2.31 3.12 6.12
Contractor Represantative Authoriy Engineer's Represantive
Construction of 4 Laning of Indore To Raghav Garh Section of NH-59 (Indore-Harda
Project package-1 Stretch) from MR-10 Junction on NH-3 Bypass Ch.-0.250 to Raghav Garh
26.903(Design Length = 26.653 KM) under Bharatmala Pariyojana A Phase-I (Economic
Corridor) in the State of Madhya Pradesh on EPC Mode.

Client National Highway Authority Of India

Authority Engineer M/s L N Malviya Infra Projects Pvt. Ltd. In Association with ICSC
EPC Contractor M/s P. D. Agrawal Infrastucture Ltd.

MOISTURE CORRECTION

Date 30/05/2024 Temprature 32°c Humidity 55%

Total Moisture content in Aggregate %
Type of Water Absorption Free Water
Sr. No Wt. of Wet Wt. of Dry Moisture Content (%) content (%)
material
Aggregate Aggregate (%)

1 20 mm 500 496.0 0.806 1.37 -0.564

2 10 mm 500 493.5 1.317 1.37 -0.053

Crushed
3 500 485.0 3.093 1.37 1.723
Sand
4 River Sand 500 485.5 2.987 1.30 1.687

Adjusted Weight after Moisture Correction in kg

Sr. No M-35 M-35 M-50
Type of material M-15 M-25 M-30 M-35 RCC M-35 PILE
GIRDER RE WALL
M-40 RCC
PSC
1 Cement 250 350 370 380 400 390 385 390 440
2 Microsilica 44
3 Fly Ash 0 0 0 0 0 0 0 0 0
4 Water 114.6 140.9 145.9 150.2 146.9 142.9 140.8 142.7 137.2
5 20mm 740.1 685.4 674.7 667.7 697.3 704.4 669.2 671.4 678.2
6 10mm 561.3 519.8 511.7 506.4 467.3 472.0 513.7 509.2 454.4
7 Crushed Sand 576.2 533.6 525.3 519.8 396.3 400.4 401.8 522.7 385.4
8 River Sand 309.8 287.0 282.5 279.5 396.2 400.2 401.7 281.1 385.3
9 Admixture 1.70 2.45 2.59 2.66 3.20 3.10 2.31 3.12 6.12
Contractor Represantative Authoriy Engineer's Represantive
Construction of 4 Laning of Indore To Raghav Garh Section of NH-59 (Indore-Harda
Project package-1 Stretch) from MR-10 Junction on NH-3 Bypass Ch.-0.250 to Raghav Garh
26.903(Design Length = 26.653 KM) under Bharatmala Pariyojana A Phase-I (Economic
Corridor) in the State of Madhya Pradesh on EPC Mode.

Client National Highway Authority Of India

Authority Engineer M/s L N Malviya Infra Projects Pvt. Ltd. In Association with ICSC
EPC Contractor M/s P. D. Agrawal Infrastucture Ltd.

MOISTURE CORRECTION

Date 29/05/2024 Temprature 27°c Humidity 70%

Total Moisture content in Aggregate %
Type of Water Absorption Free Water
Sr. No Wt. of Wet Wt. of Dry Moisture Content (%) content (%)
material
Aggregate Aggregate (%)

1 20 mm 500 496.5 0.705 1.37 -0.665

2 10 mm 500 493.0 1.420 1.37 0.050

Crushed
3 500 485.0 3.093 1.37 1.723
Sand
4 River Sand 500 486.0 2.881 1.30 1.581

Adjusted Weight after Moisture Correction in kg

Sr. No M-35 M-35 M-50
Type of material M-15 M-25 M-30 M-35 RCC M-35 PILE
GIRDER RE WALL
M-40 RCC
PSC
1 Cement 250 350 370 380 400 390 385 390 440
2 Microsilica 44
3 Fly Ash 0 0 0 0 0 0 0 0 0
4 Water 115.1 141.3 146.4 150.7 147.6 143.6 141.4 143.1 137.8
5 20mm 739.3 684.7 674.0 667.0 696.6 703.7 668.5 670.7 677.5
6 10mm 561.9 520.4 512.3 507.0 467.7 472.4 514.3 509.8 454.8
7 Crushed Sand 576.2 533.6 525.3 519.8 396.3 400.4 401.8 522.7 385.4
8 River Sand 309.5 286.7 282.2 279.2 395.8 399.8 401.2 280.8 384.9
9 Admixture 1.70 2.45 2.59 2.66 3.20 3.10 2.31 3.12 6.12
Contractor Represantative Authoriy Engineer's Represantive
Construction of 4 Laning of Indore To Raghav Garh Section of NH-59 (Indore-Harda
Project package-1 Stretch) from MR-10 Junction on NH-3 Bypass Ch.-0.250 to Raghav Garh
26.903(Design Length = 26.653 KM) under Bharatmala Pariyojana A Phase-I (Economic
Corridor) in the State of Madhya Pradesh on EPC Mode.

Client National Highway Authority Of India

Authority Engineer M/s L N Malviya Infra Projects Pvt. Ltd. In Association with ICSC
EPC Contractor M/s P. D. Agrawal Infrastucture Ltd.

MOISTURE CORRECTION

Date 28/05/2024 Temprature 31°c Humidity 57%

Total Moisture content in Aggregate %
Type of Water Absorption Free Water
Sr. No Wt. of Wet Wt. of Dry Moisture Content (%) content (%)
material
Aggregate Aggregate (%)

1 20 mm 500 496.0 0.806 1.37 -0.564

2 10 mm 500 493.0 1.420 1.37 0.050

Crushed
3 500 484.5 3.199 1.37 1.829
Sand
4 River Sand 500 486.5 2.775 1.30 1.475

Adjusted Weight after Moisture Correction in kg

Sr. No M-35 M-35 M-50
Type of material M-15 M-25 M-30 M-35 RCC M-35 PILE
GIRDER RE WALL
M-40 RCC
PSC
1 Cement 250 350 370 380 400 390 385 390 440
2 Microsilica 44
3 Fly Ash 0 0 0 0 0 0 0 0 0
4 Water 114.1 140.4 145.4 149.7 146.8 142.9 140.7 142.2 137.1
5 20mm 740.1 685.4 674.7 667.7 697.3 704.4 669.2 671.4 678.2
6 10mm 561.9 520.4 512.3 507.0 467.7 472.4 514.3 509.8 454.8
7 Crushed Sand 576.8 534.2 525.8 520.3 396.7 400.8 402.2 523.2 385.8
8 River Sand 309.2 286.4 281.9 279.0 395.3 399.4 400.8 280.5 384.5
9 Admixture 1.70 2.45 2.59 2.66 3.20 3.10 2.31 3.12 6.12
Contractor Represantative Authoriy Engineer's Represantive
Construction of 4 Laning of Indore To Raghav Garh Section of NH-59 (Indore-Harda
Project package-1 Stretch) from MR-10 Junction on NH-3 Bypass Ch.-0.250 to Raghav Garh
26.903(Design Length = 26.653 KM) under Bharatmala Pariyojana A Phase-I (Economic
Corridor) in the State of Madhya Pradesh on EPC Mode.

Client National Highway Authority Of India

Authority Engineer M/s L N Malviya Infra Projects Pvt. Ltd. In Association with ICSC
EPC Contractor M/s P. D. Agrawal Infrastucture Ltd.

MOISTURE CORRECTION

Date 27/05/2024 Temprature 32°c Humidity 56%

Total Moisture content in Aggregate %
Type of Water Absorption Free Water
Sr. No Wt. of Wet Wt. of Dry Moisture Content (%) content (%)
material
Aggregate Aggregate (%)

1 20 mm 500 495.5 0.908 1.37 -0.462

2 10 mm 500 493.5 1.317 1.37 -0.053

Crushed
3 500 485.0 3.093 1.37 1.723
Sand
4 River Sand 500 486.5 2.775 1.30 1.475

Adjusted Weight after Moisture Correction in kg

Sr. No M-35 M-35 M-50
Type of material M-15 M-25 M-30 M-35 RCC M-35 PILE
GIRDER RE WALL
M-40 RCC
PSC
1 Cement 250 350 370 380 400 390 385 390 440
2 Microsilica 44
3 Fly Ash 0 0 0 0 0 0 0 0 0
4 Water 114.5 140.8 145.8 150.1 147.0 143.0 140.9 142.6 137.3
5 20mm 740.9 686.1 675.4 668.4 698.1 705.1 669.9 672.1 678.9
6 10mm 561.3 519.8 511.7 506.4 467.3 472.0 513.7 509.2 454.4
7 Crushed Sand 576.2 533.6 525.3 519.8 396.3 400.4 401.8 522.7 385.4
8 River Sand 309.2 286.4 281.9 279.0 395.3 399.4 400.8 280.5 384.5
9 Admixture 1.70 2.45 2.59 2.66 3.20 3.10 2.31 3.12 6.12
Contractor Represantative Authoriy Engineer's Represantive
Construction of 4 Laning of Indore To Raghav Garh Section of NH-59 (Indore-Harda
Project package-1 Stretch) from MR-10 Junction on NH-3 Bypass Ch.-0.250 to Raghav Garh
26.903(Design Length = 26.653 KM) under Bharatmala Pariyojana A Phase-I (Economic
Corridor) in the State of Madhya Pradesh on EPC Mode.

Client National Highway Authority Of India

Authority Engineer M/s L N Malviya Infra Projects Pvt. Ltd. In Association with ICSC
EPC Contractor M/s P. D. Agrawal Infrastucture Ltd.

MOISTURE CORRECTION

Date 25/05/2024 Temprature 35°c Humidity 35%

Total Moisture content in Aggregate %
Type of Water Absorption Free Water
Sr. No Wt. of Wet Wt. of Dry Moisture Content (%) content (%)
material
Aggregate Aggregate (%)

1 20 mm 500 496.0 0.806 1.37 -0.564

2 10 mm 500 493.5 1.317 1.37 -0.053

Crushed
3 500 485.0 3.093 1.37 1.723
Sand
4 River Sand 500 486.5 2.775 1.30 1.475

Adjusted Weight after Moisture Correction in kg

Sr. No M-35 M-35 M-50
Type of material M-15 M-25 M-30 M-35 RCC M-35 PILE
GIRDER RE WALL
M-40 RCC
PSC
1 Cement 250 350 370 380 400 390 385 390 440
2 Microsilica 44
3 Fly Ash 0 0 0 0 0 0 0 0 0
4 Water 115.2 141.5 146.5 150.8 147.7 143.8 141.6 143.2 138.0
5 20mm 740.1 685.4 674.7 667.7 697.3 704.4 669.2 671.4 678.2
6 10mm 561.3 519.8 511.7 506.4 467.3 472.0 513.7 509.2 454.4
7 Crushed Sand 576.2 533.6 525.3 519.8 396.3 400.4 401.8 522.7 385.4
8 River Sand 309.2 286.4 281.9 279.0 395.3 399.4 400.8 280.5 384.5
9 Admixture 1.70 2.45 2.59 2.66 3.20 3.10 2.31 3.12 6.12
Contractor Represantative Authoriy Engineer's Represantive
Construction of 4 Laning of Indore To Raghav Garh Section of NH-59 (Indore-Harda
Project package-1 Stretch) from MR-10 Junction on NH-3 Bypass Ch.-0.250 to Raghav Garh
26.903(Design Length = 26.653 KM) under Bharatmala Pariyojana A Phase-I (Economic
Corridor) in the State of Madhya Pradesh on EPC Mode.

Client National Highway Authority Of India

Authority Engineer M/s L N Malviya Infra Projects Pvt. Ltd. In Association with ICSC
EPC Contractor M/s P. D. Agrawal Infrastucture Ltd.

MOISTURE CORRECTION

Date 24/05/2024 Temprature 35°c Humidity 31%

Total Moisture content in Aggregate %
Type of Water Absorption Free Water
Sr. No Wt. of Wet Wt. of Dry Moisture Content (%) content (%)
material
Aggregate Aggregate (%)

1 20 mm 500 495.5 0.908 1.37 -0.462

2 10 mm 500 494.0 1.215 1.37 -0.155

Crushed
3 500 485.0 3.093 1.37 1.723
Sand
4 River Sand 500 486.0 2.881 1.30 1.581

Adjusted Weight after Moisture Correction in kg

Sr. No M-35 M-35 M-50
Type of material M-15 M-25 M-30 M-35 RCC M-35 PILE
GIRDER RE WALL
M-40 RCC
PSC
1 Cement 250 350 370 380 400 390 385 390 440
2 Microsilica 44
3 Fly Ash 0 0 0 0 0 0 0 0 0
4 Water 114.7 141.0 146.0 150.3 147.1 143.1 141.1 142.8 137.3
5 20mm 740.9 686.1 675.4 668.4 698.1 705.1 669.9 672.1 678.9
6 10mm 560.7 519.3 511.2 505.9 466.8 471.5 513.2 508.7 453.9
7 Crushed Sand 576.2 533.6 525.3 519.8 396.3 400.4 401.8 522.7 385.4
8 River Sand 309.5 286.7 282.2 279.2 395.8 399.8 401.2 280.8 384.9
9 Admixture 1.70 2.45 2.59 2.66 3.20 3.10 2.31 3.12 6.12
Contractor Represantative Authoriy Engineer's Represantive
Construction of 4 Laning of Indore To Raghav Garh Section of NH-59 (Indore-Harda
Project package-1 Stretch) from MR-10 Junction on NH-3 Bypass Ch.-0.250 to Raghav Garh
26.903(Design Length = 26.653 KM) under Bharatmala Pariyojana A Phase-I (Economic
Corridor) in the State of Madhya Pradesh on EPC Mode.

Client National Highway Authority Of India

Authority Engineer M/s L N Malviya Infra Projects Pvt. Ltd. In Association with ICSC
EPC Contractor M/s P. D. Agrawal Infrastucture Ltd.

MOISTURE CORRECTION

Date 23/05/2024 Temprature 38°c Humidity 26%

Total Moisture content in Aggregate %
Type of Water Absorption Free Water
Sr. No Wt. of Wet Wt. of Dry Moisture Content (%) content (%)
material
Aggregate Aggregate (%)

1 20 mm 500 496.0 0.806 1.37 -0.564

2 10 mm 500 494.0 1.215 1.37 -0.155

Crushed
3 500 484.5 3.199 1.37 1.829
Sand
4 River Sand 500 485.5 2.987 1.30 1.687

Adjusted Weight after Moisture Correction in kg

Sr. No M-35 M-35 M-50
Type of material M-15 M-25 M-30 M-35 RCC M-35 PILE
GIRDER RE WALL
M-40 RCC
PSC
1 Cement 250 350 370 380 400 390 385 390 440
2 Microsilica 44
3 Fly Ash 0 0 0 0 0 0 0 0 0
4 Water 114.6 140.8 145.9 150.2 147.0 143.0 140.9 142.6 137.2
5 20mm 740.1 685.4 674.7 667.7 697.3 704.4 669.2 671.4 678.2
6 10mm 560.7 519.3 511.2 505.9 466.8 471.5 513.2 508.7 453.9
7 Crushed Sand 576.8 534.2 525.8 520.3 396.7 400.8 402.2 523.2 385.8
8 River Sand 309.8 287.0 282.5 279.5 396.2 400.2 401.7 281.1 385.3
9 Admixture 1.70 2.45 2.59 2.66 3.20 3.10 2.31 3.12 6.12
Contractor Represantative Authoriy Engineer's Represantive
Construction of 4 Laning of Indore To Raghav Garh Section of NH-59 (Indore-Harda
Project package-1 Stretch) from MR-10 Junction on NH-3 Bypass Ch.-0.250 to Raghav Garh
26.903(Design Length = 26.653 KM) under Bharatmala Pariyojana A Phase-I (Economic
Corridor) in the State of Madhya Pradesh on EPC Mode.

Client National Highway Authority Of India

Authority Engineer M/s L N Malviya Infra Projects Pvt. Ltd. In Association with ICSC
EPC Contractor M/s P. D. Agrawal Infrastucture Ltd.

MOISTURE CORRECTION

Date 22/05/2024 Temprature 34°c Humidity 28%

Total Moisture content in Aggregate %
Type of Water Absorption Free Water
Sr. No Wt. of Wet Wt. of Dry Moisture Content (%) content (%)
material
Aggregate Aggregate (%)

1 20 mm 500 496.0 0.806 1.37 -0.564

2 10 mm 500 494.5 1.112 1.37 -0.258

Crushed
3 500 484.0 3.306 1.37 1.936
Sand
4 River Sand 500 485.0 3.093 1.30 1.793

Adjusted Weight after Moisture Correction in kg

Sr. No M-35 M-35 M-50
Type of material M-15 M-25 M-30 M-35 RCC M-35 PILE
GIRDER RE WALL
M-40 RCC
PSC
1 Cement 250 350 370 380 400 390 385 390 440
2 Microsilica 44
3 Fly Ash 0 0 0 0 0 0 0 0 0
4 Water 114.2 140.5 145.6 149.9 146.6 142.6 140.6 142.3 136.9
5 20mm 740.1 685.4 674.7 667.7 697.3 704.4 669.2 671.4 678.2
6 10mm 560.2 518.8 510.7 505.4 466.3 471.0 512.7 508.2 453.4
7 Crushed Sand 577.4 534.8 526.4 520.9 397.1 401.2 402.6 523.7 386.2
8 River Sand 310.2 287.3 282.8 279.8 396.6 400.7 402.1 281.4 385.7
9 Admixture 1.70 2.45 2.59 2.66 3.20 3.10 2.31 3.12 6.12
Contractor Represantative Authoriy Engineer's Represantive
Construction of 4 Laning of Indore To Raghav Garh Section of NH-59 (Indore-Harda
Project package-1 Stretch) from MR-10 Junction on NH-3 Bypass Ch.-0.250 to Raghav Garh
26.903(Design Length = 26.653 KM) under Bharatmala Pariyojana A Phase-I (Economic
Corridor) in the State of Madhya Pradesh on EPC Mode.

Client National Highway Authority Of India

Authority Engineer M/s L N Malviya Infra Projects Pvt. Ltd. In Association with ICSC
EPC Contractor M/s P. D. Agrawal Infrastucture Ltd.

MOISTURE CORRECTION

Date 21/05/2024 Temprature 32°c Humidity 34%

Total Moisture content in Aggregate %
Type of Water Absorption Free Water
Sr. No Wt. of Wet Wt. of Dry Moisture Content (%) content (%)
material
Aggregate Aggregate (%)

1 20 mm 500 496.0 0.806 1.37 -0.564

2 10 mm 500 493.0 1.420 1.37 0.050

Crushed
3 500 485.0 3.093 1.37 1.723
Sand
4 River Sand 500 485.0 3.093 1.30 1.793

Adjusted Weight after Moisture Correction in kg

Sr. No M-35 M-35 M-50
Type of material M-15 M-25 M-30 M-35 RCC M-35 PILE
GIRDER RE WALL
M-40 RCC
PSC
1 Cement 250 350 370 380 400 390 385 390 440
2 Microsilica 44
3 Fly Ash 0 0 0 0 0 0 0 0 0
4 Water 113.7 140.0 145.1 149.4 146.0 142.0 139.8 141.8 136.3
5 20mm 740.1 685.4 674.7 667.7 697.3 704.4 669.2 671.4 678.2
6 10mm 561.9 520.4 512.3 507.0 467.7 472.4 514.3 509.8 454.8
7 Crushed Sand 576.2 533.6 525.3 519.8 396.3 400.4 401.8 522.7 385.4
8 River Sand 310.2 287.3 282.8 279.8 396.6 400.7 402.1 281.4 385.7
9 Admixture 1.70 2.45 2.59 2.66 3.20 3.10 2.31 3.12 6.12
Contractor Represantative Authoriy Engineer's Represantive
Construction of 4 Laning of Indore To Raghav Garh Section of NH-59 (Indore-Harda
Project package-1 Stretch) from MR-10 Junction on NH-3 Bypass Ch.-0.250 to Raghav Garh
26.903(Design Length = 26.653 KM) under Bharatmala Pariyojana A Phase-I (Economic
Corridor) in the State of Madhya Pradesh on EPC Mode.

Client National Highway Authority Of India

Authority Engineer M/s L N Malviya Infra Projects Pvt. Ltd. In Association with ICSC
EPC Contractor M/s P. D. Agrawal Infrastucture Ltd.

MOISTURE CORRECTION

Date 20/05/2024 Temprature 31°c Humidity 31%

Total Moisture content in Aggregate %
Type of Water Absorption Free Water
Sr. No Wt. of Wet Wt. of Dry Moisture Content (%) content (%)
material
Aggregate Aggregate (%)

1 20 mm 500 495.5 0.908 1.37 -0.462

2 10 mm 500 493.5 1.317 1.37 -0.053

Crushed
3 500 485.0 3.093 1.37 1.723
Sand
4 River Sand 500 485.5 2.987 1.30 1.687

Adjusted Weight after Moisture Correction in kg

Sr. No M-35 M-35 M-50
Type of material M-15 M-25 M-30 M-35 RCC M-35 PILE
GIRDER RE WALL
M-40 RCC
PSC
1 Cement 250 350 370 380 400 390 385 390 440
2 Microsilica 44
3 Fly Ash 0 0 0 0 0 0 0 0 0
4 Water 113.8 140.2 145.2 149.5 146.2 142.2 140.1 142.0 136.5
5 20mm 740.9 686.1 675.4 668.4 698.1 705.1 669.9 672.1 678.9
6 10mm 561.3 519.8 511.7 506.4 467.3 472.0 513.7 509.2 454.4
7 Crushed Sand 576.2 533.6 525.3 519.8 396.3 400.4 401.8 522.7 385.4
8 River Sand 309.8 287.0 282.5 279.5 396.2 400.2 401.7 281.1 385.3
9 Admixture 1.70 2.45 2.59 2.66 3.20 3.10 2.31 3.12 6.12
Contractor Represantative Authoriy Engineer's Represantive
Construction of 4 Laning of Indore To Raghav Garh Section of NH-59 (Indore-Harda
Project package-1 Stretch) from MR-10 Junction on NH-3 Bypass Ch.-0.250 to Raghav Garh
26.903(Design Length = 26.653 KM) under Bharatmala Pariyojana A Phase-I (Economic
Corridor) in the State of Madhya Pradesh on EPC Mode.

Client National Highway Authority Of India

Authority Engineer M/s L N Malviya Infra Projects Pvt. Ltd. In Association with ICSC
EPC Contractor M/s P. D. Agrawal Infrastucture Ltd.

MOISTURE CORRECTION

Date 19.05/2024 Temprature 38°c Humidity 22%

Total Moisture content in Aggregate %
Type of Water Absorption Free Water
Sr. No Wt. of Wet Wt. of Dry Moisture Content (%) content (%)
material
Aggregate Aggregate (%)

1 20 mm 500 496.0 0.806 1.37 -0.564

2 10 mm 500 494.0 1.215 1.37 -0.155

Crushed
3 500 484.5 3.199 1.37 1.829
Sand
4 River Sand 500 485.5 2.987 1.30 1.687

Adjusted Weight after Moisture Correction in kg

Sr. No M-35 M-35 M-50
Type of material M-15 M-25 M-30 M-35 RCC M-35 PILE
GIRDER RE WALL
M-40 RCC
PSC
1 Cement 250 350 370 380 400 390 385 390 440
2 Microsilica 44
3 Fly Ash 0 0 0 0 0 0 0 0 0
4 Water 114.6 140.8 145.9 150.2 147.0 143.0 140.9 142.6 137.2
5 20mm 740.1 685.4 674.7 667.7 697.3 704.4 669.2 671.4 678.2
6 10mm 560.7 519.3 511.2 505.9 466.8 471.5 513.2 508.7 453.9
7 Crushed Sand 576.8 534.2 525.8 520.3 396.7 400.8 402.2 523.2 385.8
8 River Sand 309.8 287.0 282.5 279.5 396.2 400.2 401.7 281.1 385.3
9 Admixture 1.70 2.45 2.59 2.66 3.20 3.10 2.31 3.12 6.12
Contractor Represantative Authoriy Engineer's Represantive
Construction of 4 Laning of Indore To Raghav Garh Section of NH-59 (Indore-Harda
Project package-1 Stretch) from MR-10 Junction on NH-3 Bypass Ch.-0.250 to Raghav Garh
26.903(Design Length = 26.653 KM) under Bharatmala Pariyojana A Phase-I (Economic
Corridor) in the State of Madhya Pradesh on EPC Mode.

Client National Highway Authority Of India

Authority Engineer M/s L N Malviya Infra Projects Pvt. Ltd. In Association with ICSC
EPC Contractor M/s P. D. Agrawal Infrastucture Ltd.

MOISTURE CORRECTION

Date 18.05/2024 Temprature 33°c Humidity 41%

Total Moisture content in Aggregate %
Type of Water Absorption Free Water
Sr. No Wt. of Wet Wt. of Dry Moisture Content (%) content (%)
material
Aggregate Aggregate (%)

1 20 mm 500 495.5 0.908 1.37 -0.462

2 10 mm 500 494.5 1.112 1.37 -0.258

Crushed
3 500 484.5 3.199 1.37 1.829
Sand
4 River Sand 500 485.0 3.093 1.30 1.793

Adjusted Weight after Moisture Correction in kg

Sr. No M-35 M-35 M-50
Type of material M-15 M-25 M-30 M-35 RCC M-35 PILE
GIRDER RE WALL
M-40 RCC
PSC
1 Cement 250 350 370 380 400 390 385 390 440
2 Microsilica 44
3 Fly Ash 0 0 0 0 0 0 0 0 0
4 Water 114.1 140.4 145.4 149.7 146.3 142.3 140.3 142.2 136.6
5 20mm 740.9 686.1 675.4 668.4 698.1 705.1 669.9 672.1 678.9
6 10mm 560.2 518.8 510.7 505.4 466.3 471.0 512.7 508.2 453.4
7 Crushed Sand 576.8 534.2 525.8 520.3 396.7 400.8 402.2 523.2 385.8
8 River Sand 310.2 287.3 282.8 279.8 396.6 400.7 402.1 281.4 385.7
9 Admixture 1.70 2.45 2.59 2.66 3.20 3.10 2.31 3.12 6.12
Contractor Represantative Authoriy Engineer's Represantive
Construction of 4 Laning of Indore To Raghav Garh Section of NH-59 (Indore-Harda
Project package-1 Stretch) from MR-10 Junction on NH-3 Bypass Ch.-0.250 to Raghav Garh
26.903(Design Length = 26.653 KM) under Bharatmala Pariyojana A Phase-I (Economic
Corridor) in the State of Madhya Pradesh on EPC Mode.

Client National Highway Authority Of India

Authority Engineer M/s L N Malviya Infra Projects Pvt. Ltd. In Association with ICSC
EPC Contractor M/s P. D. Agrawal Infrastucture Ltd.

MOISTURE CORRECTION

Date 17.05/2024 Temprature 32°c Humidity 39%

Total Moisture content in Aggregate %
Type of Water Absorption Free Water
Sr. No Wt. of Wet Wt. of Dry Moisture Content (%) content (%)
material
Aggregate Aggregate (%)

1 20 mm 500 495.0 1.010 1.37 -0.360

2 10 mm 500 495.0 1.010 1.37 -0.360

Crushed
3 500 484.0 3.306 1.37 1.936
Sand
4 River Sand 500 484.5 3.199 1.30 1.899

Adjusted Weight after Moisture Correction in kg

Sr. No M-35 M-35 M-50
Type of material M-15 M-25 M-30 M-35 RCC M-35 PILE
GIRDER RE WALL
M-40 RCC
PSC
1 Cement 250 350 370 380 400 390 385 390 440
2 Microsilica 44
3 Fly Ash 0 0 0 0 0 0 0 0 0
4 Water 112.9 139.3 144.4 148.7 145.3 141.3 139.3 141.2 135.6
5 20mm 741.6 686.8 676.1 669.1 698.8 705.9 670.6 672.8 679.5
6 10mm 559.6 518.2 510.2 504.9 465.8 470.5 512.2 507.7 453.0
7 Crushed Sand 577.4 534.8 526.4 520.9 397.1 401.2 402.6 523.7 386.2
8 River Sand 310.5 287.6 283.1 280.1 397.0 401.1 402.5 281.6 386.1
9 Admixture 1.70 2.45 2.59 2.66 3.20 3.10 2.31 3.12 6.12
Contractor Represantative Authoriy Engineer's Represantive
Construction of 4 Laning of Indore To Raghav Garh Section of NH-59 (Indore-Harda
Project package-1 Stretch) from MR-10 Junction on NH-3 Bypass Ch.-0.250 to Raghav Garh
26.903(Design Length = 26.653 KM) under Bharatmala Pariyojana A Phase-I (Economic
Corridor) in the State of Madhya Pradesh on EPC Mode.

Client National Highway Authority Of India

Authority Engineer M/s L N Malviya Infra Projects Pvt. Ltd. In Association with ICSC
EPC Contractor M/s P. D. Agrawal Infrastucture Ltd.

MOISTURE CORRECTION

Date 16/05/2024 Temprature 32°c Humidity 34%

Total Moisture content in Aggregate %
Type of Water Absorption Free Water
Sr. No Wt. of Wet Wt. of Dry Moisture Content (%) content (%)
material
Aggregate Aggregate (%)

1 20 mm 500 495.5 0.908 1.37 -0.462

2 10 mm 500 495.0 1.010 1.37 -0.360

Crushed
3 500 483.5 3.413 1.37 2.043
Sand
4 River Sand 500 485.0 3.093 1.30 1.793

Adjusted Weight after Moisture Correction in kg

Sr. No M-35 M-35 M-50
Type of material M-15 M-25 M-30 M-35 RCC M-35 PILE
GIRDER RE WALL
M-40 RCC
PSC
1 Cement 250 350 370 380 400 390 385 390 440
2 Microsilica 44
3 Fly Ash 0 0 0 0 0 0 0 0 0
4 Water 113.4 139.8 144.8 149.2 146.0 142.0 140.0 141.6 136.3
5 20mm 740.9 686.1 675.4 668.4 698.1 705.1 669.9 672.1 678.9
6 10mm 559.6 518.2 510.2 504.9 465.8 470.5 512.2 507.7 453.0
7 Crushed Sand 578.0 535.3 526.9 521.4 397.6 401.6 403.1 524.3 386.6
8 River Sand 310.2 287.3 282.8 279.8 396.6 400.7 402.1 281.4 385.7
9 Admixture 1.70 2.45 2.59 2.66 3.20 3.10 2.31 3.12 6.12
Contractor Represantative Authoriy Engineer's Represantive
Construction of 4 Laning of Indore To Raghav Garh Section of NH-59 (Indore-Harda
Project package-1 Stretch) from MR-10 Junction on NH-3 Bypass Ch.-0.250 to Raghav Garh
26.903(Design Length = 26.653 KM) under Bharatmala Pariyojana A Phase-I (Economic
Corridor) in the State of Madhya Pradesh on EPC Mode.

Client National Highway Authority Of India

Authority Engineer M/s L N Malviya Infra Projects Pvt. Ltd. In Association with ICSC
EPC Contractor M/s P. D. Agrawal Infrastucture Ltd.

MOISTURE CORRECTION

Date 15/2024 Temprature 32°c Humidity 40%

Total Moisture content in Aggregate %
Type of Water Absorption Free Water
Sr. No Wt. of Wet Wt. of Dry Moisture Content (%) content (%)
material
Aggregate Aggregate (%)

1 20 mm 500 496.0 0.806 1.37 -0.564

2 10 mm 500 495.0 1.010 1.37 -0.360

Crushed
3 500 483.0 3.520 1.37 2.150
Sand
4 River Sand 500 485.5 2.987 1.30 1.687

Adjusted Weight after Moisture Correction in kg

Sr. No M-35 M-35 M-50
Type of material M-15 M-25 M-30 M-35 RCC M-35 PILE
GIRDER RE WALL
M-40 RCC
PSC
1 Cement 250 350 370 380 400 390 385 390 440
2 Microsilica 44
3 Fly Ash 0 0 0 0 0 0 0 0 0
4 Water 113.9 140.2 145.3 149.6 146.7 142.7 140.7 142.0 136.9
5 20mm 740.1 685.4 674.7 667.7 697.3 704.4 669.2 671.4 678.2
6 10mm 559.6 518.2 510.2 504.9 465.8 470.5 512.2 507.7 453.0
7 Crushed Sand 578.6 535.9 527.5 522.0 398.0 402.1 403.5 524.8 387.0
8 River Sand 309.8 287.0 282.5 279.5 396.2 400.2 401.7 281.1 385.3
9 Admixture 1.70 2.45 2.59 2.66 3.20 3.10 2.31 3.12 6.12
Contractor Represantative Authoriy Engineer's Represantive
Construction of 4 Laning of Indore To Raghav Garh Section of NH-59 (Indore-Harda
Project package-1 Stretch) from MR-10 Junction on NH-3 Bypass Ch.-0.250 to Raghav Garh
26.903(Design Length = 26.653 KM) under Bharatmala Pariyojana A Phase-I (Economic
Corridor) in the State of Madhya Pradesh on EPC Mode.

Client National Highway Authority Of India

Authority Engineer M/s L N Malviya Infra Projects Pvt. Ltd. In Association with ICSC
EPC Contractor M/s P. D. Agrawal Infrastucture Ltd.

MOISTURE CORRECTION

Date 14/5/2024 Temprature 32°c Humidity 39%

Total Moisture content in Aggregate %
Type of Water Absorption Free Water
Sr. No Wt. of Wet Wt. of Dry Moisture Content (%) content (%)
material
Aggregate Aggregate (%)

1 20 mm 500 495.5 0.908 1.37 -0.462

2 10 mm 500 494.5 1.112 1.37 -0.258

Crushed
3 500 483.5 3.413 1.37 2.043
Sand
4 River Sand 500 485.0 3.093 1.30 1.793

Adjusted Weight after Moisture Correction in kg

Sr. No M-35 M-35 M-50
Type of material M-15 M-25 M-30 M-35 RCC M-35 PILE
GIRDER RE WALL
M-40 RCC
PSC
1 Cement 250 350 370 380 400 390 385 390 440
2 Microsilica 44
3 Fly Ash 0 0 0 0 0 0 0 0 0
4 Water 112.9 139.2 144.3 148.6 145.5 141.5 139.5 141.1 135.8
5 20mm 740.9 686.1 675.4 668.4 698.1 705.1 669.9 672.1 678.9
6 10mm 560.2 518.8 510.7 505.4 466.3 471.0 512.7 508.2 453.4
7 Crushed Sand 578.0 535.3 526.9 521.4 397.6 401.6 403.1 524.3 386.6
8 River Sand 310.2 287.3 282.8 279.8 396.6 400.7 402.1 281.4 385.7
9 Admixture 1.70 2.45 2.59 2.66 3.20 3.10 2.31 3.12 6.12
Contractor Represantative Authoriy Engineer's Represantive
Construction of 4 Laning of Indore To Raghav Garh Section of NH-59 (Indore-Harda
Project package-1 Stretch) from MR-10 Junction on NH-3 Bypass Ch.-0.250 to Raghav Garh
26.903(Design Length = 26.653 KM) under Bharatmala Pariyojana A Phase-I (Economic
Corridor) in the State of Madhya Pradesh on EPC Mode.

Client National Highway Authority Of India

Authority Engineer M/s L N Malviya Infra Projects Pvt. Ltd. In Association with ICSC
EPC Contractor M/s P. D. Agrawal Infrastucture Ltd.

MOISTURE CORRECTION

Date 13/5/2024 Temprature 35°c Humidity 33%

Total Moisture content in Aggregate %
Type of Water Absorption Free Water
Sr. No Wt. of Wet Wt. of Dry Moisture Content (%) content (%)
material
Aggregate Aggregate (%)

1 20 mm 500 496.0 0.806 1.37 -0.564

2 10 mm 500 494.0 1.215 1.37 -0.155

Crushed
3 500 483.5 3.413 1.37 2.043
Sand
4 River Sand 500 484.5 3.199 1.30 1.899

Adjusted Weight after Moisture Correction in kg

Sr. No M-35 M-35 M-50
Type of material M-15 M-25 M-30 M-35 RCC M-35 PILE
GIRDER RE WALL
M-40 RCC
PSC
1 Cement 250 350 370 380 400 390 385 390 440
2 Microsilica 44
3 Fly Ash 0 0 0 0 0 0 0 0 0
4 Water 112.7 139.1 144.2 148.5 145.3 141.3 139.2 141.0 135.6
5 20mm 740.1 685.4 674.7 667.7 697.3 704.4 669.2 671.4 678.2
6 10mm 560.7 519.3 511.2 505.9 466.8 471.5 513.2 508.7 453.9
7 Crushed Sand 578.0 535.3 526.9 521.4 397.6 401.6 403.1 524.3 386.6
8 River Sand 310.5 287.6 283.1 280.1 397.0 401.1 402.5 281.6 386.1
9 Admixture 1.70 2.45 2.59 2.66 3.20 3.10 2.31 3.12 6.12
Contractor Represantative Authoriy Engineer's Represantive
Construction of 4 Laning of Indore To Raghav Garh Section of NH-59 (Indore-Harda
Project package-1 Stretch) from MR-10 Junction on NH-3 Bypass Ch.-0.250 to Raghav Garh
26.903(Design Length = 26.653 KM) under Bharatmala Pariyojana A Phase-I (Economic
Corridor) in the State of Madhya Pradesh on EPC Mode.

Client National Highway Authority Of India

Authority Engineer M/s L N Malviya Infra Projects Pvt. Ltd. In Association with ICSC
EPC Contractor M/s P. D. Agrawal Infrastucture Ltd.

MOISTURE CORRECTION

Date 12/5/2024 Temprature 35°c Humidity 33%

Total Moisture content in Aggregate %
Type of Water Absorption Free Water
Sr. No Wt. of Wet Wt. of Dry Moisture Content (%) content (%)
material
Aggregate Aggregate (%)

1 20 mm 500 496.5 0.705 1.37 -0.665

2 10 mm 500 494.0 1.215 1.37 -0.155

Crushed
3 500 484.5 3.199 1.37 1.829
Sand
4 River Sand 500 484.0 3.306 1.30 2.006

Adjusted Weight after Moisture Correction in kg

Sr. No M-35 M-35 M-50
Type of material M-15 M-25 M-30 M-35 RCC M-35 PILE
GIRDER RE WALL
M-40 RCC
PSC
1 Cement 250 350 370 380 400 390 385 390 440
2 Microsilica 44
3 Fly Ash 0 0 0 0 0 0 0 0 0
4 Water 114.4 140.6 145.7 150.0 146.4 142.5 140.3 142.4 136.7
5 20mm 739.3 684.7 674.0 667.0 696.6 703.7 668.5 670.7 677.5
6 10mm 560.7 519.3 511.2 505.9 466.8 471.5 513.2 508.7 453.9
7 Crushed Sand 576.8 534.2 525.8 520.3 396.7 400.8 402.2 523.2 385.8
8 River Sand 310.8 287.9 283.4 280.4 397.4 401.5 402.9 281.9 386.5
9 Admixture 1.70 2.45 2.59 2.66 3.20 3.10 2.31 3.12 6.12
Contractor Represantative Authoriy Engineer's Represantive
Construction of 4 Laning of Indore To Raghav Garh Section of NH-59 (Indore-Harda
Project package-1 Stretch) from MR-10 Junction on NH-3 Bypass Ch.-0.250 to Raghav Garh
26.903(Design Length = 26.653 KM) under Bharatmala Pariyojana A Phase-I (Economic
Corridor) in the State of Madhya Pradesh on EPC Mode.

Client National Highway Authority Of India

Authority Engineer M/s L N Malviya Infra Projects Pvt. Ltd. In Association with ICSC
EPC Contractor M/s P. D. Agrawal Infrastucture Ltd.

MOISTURE CORRECTION

Date 11/5/2024 Temprature 32°c Humidity 45%

Total Moisture content in Aggregate %
Type of Water Absorption Free Water
Sr. No Wt. of Wet Wt. of Dry Moisture Content (%) content (%)
material
Aggregate Aggregate (%)

1 20 mm 500 496.0 0.806 1.37 -0.564

2 10 mm 500 494.5 1.112 1.37 -0.258

Crushed
3 500 484.0 3.306 1.37 1.936
Sand
4 River Sand 500 484.5 3.199 1.30 1.899

Adjusted Weight after Moisture Correction in kg

Sr. No M-35 M-35 M-50
Type of material M-15 M-25 M-30 M-35 RCC M-35 PILE
GIRDER RE WALL
M-40 RCC
PSC
1 Cement 250 350 370 380 400 390 385 390 440
2 Microsilica 44
3 Fly Ash 0 0 0 0 0 0 0 0 0
4 Water 113.9 140.2 145.3 149.6 146.2 142.2 140.2 142.0 136.5
5 20mm 740.1 685.4 674.7 667.7 697.3 704.4 669.2 671.4 678.2
6 10mm 560.2 518.8 510.7 505.4 466.3 471.0 512.7 508.2 453.4
7 Crushed Sand 577.4 534.8 526.4 520.9 397.1 401.2 402.6 523.7 386.2
8 River Sand 310.5 287.6 283.1 280.1 397.0 401.1 402.5 281.6 386.1
9 Admixture 1.70 2.45 2.59 2.66 3.20 3.10 2.31 3.12 6.12
Contractor Represantative Authoriy Engineer's Represantive
Construction of 4 Laning of Indore To Raghav Garh Section of NH-59 (Indore-Harda
Project package-1 Stretch) from MR-10 Junction on NH-3 Bypass Ch.-0.250 to Raghav Garh
26.903(Design Length = 26.653 KM) under Bharatmala Pariyojana A Phase-I (Economic
Corridor) in the State of Madhya Pradesh on EPC Mode.

Client National Highway Authority Of India

Authority Engineer M/s L N Malviya Infra Projects Pvt. Ltd. In Association with ICSC
EPC Contractor M/s P. D. Agrawal Infrastucture Ltd.

MOISTURE CORRECTION

Date 10/5/2024 Temprature 52°c Humidity 30%

Total Moisture content in Aggregate %
Type of Water Absorption Free Water
Sr. No Wt. of Wet Wt. of Dry Moisture Content (%) content (%)
material
Aggregate Aggregate (%)

1 20 mm 500 496.5 0.705 1.37 -0.665

2 10 mm 500 494.0 1.215 1.37 -0.155

Crushed
3 500 484.5 3.199 1.37 1.829
Sand
4 River Sand 500 483.5 3.413 1.30 2.113

Adjusted Weight after Moisture Correction in kg

Sr. No M-35 M-35 M-50
Type of material M-15 M-25 M-30 M-35 RCC M-35 PILE
GIRDER RE WALL
M-40 RCC
PSC
1 Cement 250 350 370 380 400 390 385 390 440
2 Microsilica 44
3 Fly Ash 0 0 0 0 0 0 0 0 0
4 Water 114.0 140.3 145.4 149.7 146.0 142.0 139.9 142.1 136.3
5 20mm 739.3 684.7 674.0 667.0 696.6 703.7 668.5 670.7 677.5
6 10mm 560.7 519.3 511.2 505.9 466.8 471.5 513.2 508.7 453.9
7 Crushed Sand 576.8 534.2 525.8 520.3 396.7 400.8 402.2 523.2 385.8
8 River Sand 311.1 288.2 283.7 280.7 397.8 401.9 403.3 282.2 386.9
9 Admixture 1.70 2.45 2.59 2.66 3.20 3.10 2.31 3.12 6.12
Contractor Represantative Authoriy Engineer's Represantive
Construction of 4 Laning of Indore To Raghav Garh Section of NH-59 (Indore-Harda
Project package-1 Stretch) from MR-10 Junction on NH-3 Bypass Ch.-0.250 to Raghav Garh
26.903(Design Length = 26.653 KM) under Bharatmala Pariyojana A Phase-I (Economic
Corridor) in the State of Madhya Pradesh on EPC Mode.

Client National Highway Authority Of India

Authority Engineer M/s L N Malviya Infra Projects Pvt. Ltd. In Association with ICSC
EPC Contractor M/s P. D. Agrawal Infrastucture Ltd.

MOISTURE CORRECTION

Date 9/5/2024 Temprature 30°c Humidity 48%

Total Moisture content in Aggregate %
Type of Water Absorption Free Water
Sr. No Wt. of Wet Wt. of Dry Moisture Content (%) content (%)
material
Aggregate Aggregate (%)

1 20 mm 500 496.0 0.806 1.37 -0.564

2 10 mm 500 494.5 1.112 1.37 -0.258

Crushed
3 500 484.0 3.306 1.37 1.936
Sand
4 River Sand 500 485.0 3.093 1.30 1.793

Adjusted Weight after Moisture Correction in kg

Sr. No M-35 M-35 M-50
Type of material M-15 M-25 M-30 M-35 RCC M-35 PILE
GIRDER RE WALL
M-40 RCC
PSC
1 Cement 250 350 370 380 400 390 385 390 440
2 Microsilica 44
3 Fly Ash 0 0 0 0 0 0 0 0 0
4 Water 114.2 140.5 145.6 149.9 146.6 142.6 140.6 142.3 136.9
5 20mm 740.1 685.4 674.7 667.7 697.3 704.4 669.2 671.4 678.2
6 10mm 560.2 518.8 510.7 505.4 466.3 471.0 512.7 508.2 453.4
7 Crushed Sand 577.4 534.8 526.4 520.9 397.1 401.2 402.6 523.7 386.2
8 River Sand 310.2 287.3 282.8 279.8 396.6 400.7 402.1 281.4 385.7
9 Admixture 1.70 2.45 2.59 2.66 3.20 3.10 2.31 3.12 6.12
Contractor Represantative Authoriy Engineer's Represantive
Construction of 4 Laning of Indore To Raghav Garh Section of NH-59 (Indore-Harda
Project package-1 Stretch) from MR-10 Junction on NH-3 Bypass Ch.-0.250 to Raghav Garh
26.903(Design Length = 26.653 KM) under Bharatmala Pariyojana A Phase-I (Economic
Corridor) in the State of Madhya Pradesh on EPC Mode.

Client National Highway Authority Of India

Authority Engineer M/s L N Malviya Infra Projects Pvt. Ltd. In Association with ICSC
EPC Contractor M/s P. D. Agrawal Infrastucture Ltd.

MOISTURE CORRECTION

Date 8/5/2024 Temprature 38°c Humidity 27%

Total Moisture content in Aggregate %
Type of Water Absorption Free Water
Sr. No Wt. of Wet Wt. of Dry Moisture Content (%) content (%)
material
Aggregate Aggregate (%)

1 20 mm 500 496.5 0.705 1.37 -0.665

2 10 mm 500 494.5 1.112 1.37 -0.258

Crushed
3 500 483.5 3.413 1.37 2.043
Sand
4 River Sand 500 485.0 3.093 1.30 1.793

Adjusted Weight after Moisture Correction in kg

Sr. No M-35 M-35 M-50
Type of material M-15 M-25 M-30 M-35 RCC M-35 PILE
GIRDER RE WALL
M-40 RCC
PSC
1 Cement 250 350 370 380 400 390 385 390 440
2 Microsilica 44
3 Fly Ash 0 0 0 0 0 0 0 0 0
4 Water 114.4 140.7 145.7 150.0 146.9 142.9 140.9 142.5 137.2
5 20mm 739.3 684.7 674.0 667.0 696.6 703.7 668.5 670.7 677.5
6 10mm 560.2 518.8 510.7 505.4 466.3 471.0 512.7 508.2 453.4
7 Crushed Sand 578.0 535.3 526.9 521.4 397.6 401.6 403.1 524.3 386.6
8 River Sand 310.2 287.3 282.8 279.8 396.6 400.7 402.1 281.4 385.7
9 Admixture 1.70 2.45 2.59 2.66 3.20 3.10 2.31 3.12 6.12
Contractor Represantative Authoriy Engineer's Represantive
Construction of 4 Laning of Indore To Raghav Garh Section of NH-59 (Indore-Harda
Project package-1 Stretch) from MR-10 Junction on NH-3 Bypass Ch.-0.250 to Raghav Garh
26.903(Design Length = 26.653 KM) under Bharatmala Pariyojana A Phase-I (Economic
Corridor) in the State of Madhya Pradesh on EPC Mode.

Client National Highway Authority Of India

Authority Engineer M/s L N Malviya Infra Projects Pvt. Ltd. In Association with ICSC
EPC Contractor M/s P. D. Agrawal Infrastucture Ltd.

MOISTURE CORRECTION

Date 7/5/2024 Temprature 31°c Humidity 28%

Total Moisture content in Aggregate %
Type of Water Absorption Free Water
Sr. No Wt. of Wet Wt. of Dry Moisture Content (%) content (%)
material
Aggregate Aggregate (%)

1 20 mm 500 496.0 0.806 1.37 -0.564

2 10 mm 500 495.0 1.010 1.37 -0.360

Crushed
3 500 483.0 3.520 1.37 2.150
Sand
4 River Sand 500 484.0 3.306 1.30 2.006

Adjusted Weight after Moisture Correction in kg

Sr. No M-35 M-35 M-50
Type of material M-15 M-25 M-30 M-35 RCC M-35 PILE
GIRDER RE WALL
M-40 RCC
PSC
1 Cement 250 350 370 380 400 390 385 390 440
2 Microsilica 44
3 Fly Ash 0 0 0 0 0 0 0 0 0
4 Water 112.9 139.3 144.4 148.7 145.4 141.4 139.4 141.1 135.7
5 20mm 740.1 685.4 674.7 667.7 697.3 704.4 669.2 671.4 678.2
6 10mm 559.6 518.2 510.2 504.9 465.8 470.5 512.2 507.7 453.0
7 Crushed Sand 578.6 535.9 527.5 522.0 398.0 402.1 403.5 524.8 387.0
8 River Sand 310.8 287.9 283.4 280.4 397.4 401.5 402.9 281.9 386.5
9 Admixture 1.70 2.45 2.59 2.66 3.20 3.10 2.31 3.12 6.12
Contractor Represantative Authoriy Engineer's Represantive
Construction of 4 Laning of Indore To Raghav Garh Section of NH-59 (Indore-Harda
Project package-1 Stretch) from MR-10 Junction on NH-3 Bypass Ch.-0.250 to Raghav Garh
26.903(Design Length = 26.653 KM) under Bharatmala Pariyojana A Phase-I (Economic
Corridor) in the State of Madhya Pradesh on EPC Mode.

Client National Highway Authority Of India

Authority Engineer M/s L N Malviya Infra Projects Pvt. Ltd. In Association with ICSC
EPC Contractor M/s P. D. Agrawal Infrastucture Ltd.

MOISTURE CORRECTION

Date 6/5/2024 Temprature 30°c Humidity 39%

Total Moisture content in Aggregate %
Type of Water Absorption Free Water
Sr. No Wt. of Wet Wt. of Dry Moisture Content (%) content (%)
material
Aggregate Aggregate (%)

1 20 mm 500 496.5 0.705 1.37 -0.665

2 10 mm 500 495.0 1.010 1.37 -0.360

Crushed
3 500 484.0 3.306 1.37 1.936
Sand
4 River Sand 500 484.5 3.199 1.30 1.899

Adjusted Weight after Moisture Correction in kg

Sr. No M-35 M-35 M-50
Type of material M-15 M-25 M-30 M-35 RCC M-35 PILE
GIRDER RE WALL
M-40 RCC
PSC
1 Cement 250 350 370 380 400 390 385 390 440
2 Microsilica 44
3 Fly Ash 0 0 0 0 0 0 0 0 0
4 Water 115.2 141.4 146.5 150.8 147.4 143.4 141.4 143.2 137.6
5 20mm 739.3 684.7 674.0 667.0 696.6 703.7 668.5 670.7 677.5
6 10mm 559.6 518.2 510.2 504.9 465.8 470.5 512.2 507.7 453.0
7 Crushed Sand 577.4 534.8 526.4 520.9 397.1 401.2 402.6 523.7 386.2
8 River Sand 310.5 287.6 283.1 280.1 397.0 401.1 402.5 281.6 386.1
9 Admixture 1.70 2.45 2.59 2.66 3.20 3.10 2.31 3.12 6.12
Contractor Represantative Authoriy Engineer's Represantive
Construction of 4 Laning of Indore To Raghav Garh Section of NH-59 (Indore-Harda
Project package-1 Stretch) from MR-10 Junction on NH-3 Bypass Ch.-0.250 to Raghav Garh
26.903(Design Length = 26.653 KM) under Bharatmala Pariyojana A Phase-I (Economic
Corridor) in the State of Madhya Pradesh on EPC Mode.

Client National Highway Authority Of India

Authority Engineer M/s L N Malviya Infra Projects Pvt. Ltd. In Association with ICSC
EPC Contractor M/s P. D. Agrawal Infrastucture Ltd.

MOISTURE CORRECTION

Date 5/5/2024 Temprature 34°c Humidity 21%

Total Moisture content in Aggregate %
Type of Water Absorption Free Water
Sr. No Wt. of Wet Wt. of Dry Moisture Content (%) content (%)
material
Aggregate Aggregate (%)

1 20 mm 500 496.5 0.705 1.37 -0.665

2 10 mm 500 495.5 0.908 1.37 -0.462

Crushed
3 500 485.0 3.093 1.37 1.723
Sand
4 River Sand 500 484.5 3.199 1.30 1.899

Adjusted Weight after Moisture Correction in kg

Sr. No M-35 M-35 M-50
Type of material M-15 M-25 M-30 M-35 RCC M-35 PILE
GIRDER RE WALL
M-40 RCC
PSC
1 Cement 250 350 370 380 400 390 385 390 440
2 Microsilica 44
3 Fly Ash 0 0 0 0 0 0 0 0 0
4 Water 117.0 143.1 148.1 152.4 148.7 144.7 142.7 144.8 138.9
5 20mm 739.3 684.7 674.0 667.0 696.6 703.7 668.5 670.7 677.5
6 10mm 559.0 517.7 509.6 504.4 465.3 470.0 511.6 507.1 452.5
7 Crushed Sand 576.2 533.6 525.3 519.8 396.3 400.4 401.8 522.7 385.4
8 River Sand 310.5 287.6 283.1 280.1 397.0 401.1 402.5 281.6 386.1
9 Admixture 1.70 2.45 2.59 2.66 3.20 3.10 2.31 3.12 6.12
Contractor Represantative Authoriy Engineer's Represantive
Construction of 4 Laning of Indore To Raghav Garh Section of NH-59 (Indore-Harda
Project package-1 Stretch) from MR-10 Junction on NH-3 Bypass Ch.-0.250 to Raghav Garh
26.903(Design Length = 26.653 KM) under Bharatmala Pariyojana A Phase-I (Economic
Corridor) in the State of Madhya Pradesh on EPC Mode.

Client National Highway Authority Of India

Authority Engineer M/s L N Malviya Infra Projects Pvt. Ltd. In Association with ICSC
EPC Contractor M/s P. D. Agrawal Infrastucture Ltd.

MOISTURE CORRECTION

Date 4/5/2024 Temprature 34ssss°c Humidity 22%

Total Moisture content in Aggregate %
Type of Water Absorption Free Water
Sr. No Wt. of Wet Wt. of Dry Moisture Content (%) content (%)
material
Aggregate Aggregate (%)

1 20 mm 500 496.0 0.806 1.37 -0.564

2 10 mm 500 495.0 1.010 1.37 -0.360

Crushed
3 500 484.0 3.306 1.37 1.936
Sand
4 River Sand 500 484.5 3.199 1.30 1.899

Adjusted Weight after Moisture Correction in kg

Sr. No M-35 M-35 M-50
Type of material M-15 M-25 M-30 M-35 RCC M-35 PILE
GIRDER RE WALL
M-40 RCC
PSC
1 Cement 250 350 370 380 400 390 385 390 440
2 Microsilica 44
3 Fly Ash 0 0 0 0 0 0 0 0 0
4 Water 114.5 140.7 145.8 150.1 146.7 142.7 140.7 142.5 136.9
5 20mm 740.1 685.4 674.7 667.7 697.3 704.4 669.2 671.4 678.2
6 10mm 559.6 518.2 510.2 504.9 465.8 470.5 512.2 507.7 453.0
7 Crushed Sand 577.4 534.8 526.4 520.9 397.1 401.2 402.6 523.7 386.2
8 River Sand 310.5 287.6 283.1 280.1 397.0 401.1 402.5 281.6 386.1
9 Admixture 1.70 2.45 2.59 2.66 3.20 3.10 2.31 3.12 6.12
Contractor Represantative Authoriy Engineer's Represantive
Construction of 4 Laning of Indore To Raghav Garh Section of NH-59 (Indore-Harda
Project package-1 Stretch) from MR-10 Junction on NH-3 Bypass Ch.-0.250 to Raghav Garh
26.903(Design Length = 26.653 KM) under Bharatmala Pariyojana A Phase-I (Economic
Corridor) in the State of Madhya Pradesh on EPC Mode.

Client National Highway Authority Of India

Authority Engineer M/s L N Malviya Infra Projects Pvt. Ltd. In Association with ICSC
EPC Contractor M/s P. D. Agrawal Infrastucture Ltd.

MOISTURE CORRECTION

Date 3/5/2024 Temprature 27°c Humidity 11%

Total Moisture content in Aggregate %
Type of Water Absorption Free Water
Sr. No Wt. of Wet Wt. of Dry Moisture Content (%) content (%)
material
Aggregate Aggregate (%)

1 20 mm 500 496.5 0.705 1.37 -0.665

2 10 mm 500 495.0 1.010 1.37 -0.360

Crushed
3 500 483.5 3.413 1.37 2.043
Sand
4 River Sand 500 483.5 3.413 1.30 2.113

Adjusted Weight after Moisture Correction in kg

Sr. No M-35 M-35 M-50
Type of material M-15 M-25 M-30 M-35 RCC M-35 PILE
GIRDER RE WALL
M-40 RCC
PSC
1 Cement 250 350 370 380 400 390 385 390 440
2 Microsilica 44
3 Fly Ash 0 0 0 0 0 0 0 0 0
4 Water 114.0 140.3 145.3 149.6 146.2 142.2 140.1 142.1 136.4
5 20mm 739.3 684.7 674.0 667.0 696.6 703.7 668.5 670.7 677.5
6 10mm 559.6 518.2 510.2 504.9 465.8 470.5 512.2 507.7 453.0
7 Crushed Sand 578.0 535.3 526.9 521.4 397.6 401.6 403.1 524.3 386.6
8 River Sand 311.1 288.2 283.7 280.7 397.8 401.9 403.3 282.2 386.9
9 Admixture 1.70 2.45 2.59 2.66 3.20 3.10 2.31 3.12 6.12
Contractor Represantative Authoriy Engineer's Represantive
Construction of 4 Laning of Indore To Raghav Garh Section of NH-59 (Indore-Harda
Project package-1 Stretch) from MR-10 Junction on NH-3 Bypass Ch.-0.250 to Raghav Garh
26.903(Design Length = 26.653 KM) under Bharatmala Pariyojana A Phase-I (Economic
Corridor) in the State of Madhya Pradesh on EPC Mode.

Client National Highway Authority Of India

Authority Engineer M/s L N Malviya Infra Projects Pvt. Ltd. In Association with ICSC
EPC Contractor M/s P. D. Agrawal Infrastucture Ltd.

MOISTURE CORRECTION

Date 2/5/2024 Temprature 27°c Humidity 18%

Total Moisture content in Aggregate %
Type of Water Absorption Free Water
Sr. No Wt. of Wet Wt. of Dry Moisture Content (%) content (%)
material
Aggregate Aggregate (%)

1 20 mm 500 496.0 0.806 1.37 -0.564

2 10 mm 500 495.5 0.908 1.37 -0.462

Crushed
3 500 483.0 3.520 1.37 2.150
Sand
4 River Sand 500 484.0 3.306 1.30 2.006

Adjusted Weight after Moisture Correction in kg

Sr. No M-35 M-35 M-50
Type of material M-15 M-25 M-30 M-35 RCC M-35 PILE
GIRDER RE WALL
M-40 RCC
PSC
1 Cement 250 350 370 380 400 390 385 390 440
2 Microsilica 44
3 Fly Ash 0 0 0 0 0 0 0 0 0
4 Water 113.5 139.8 144.9 149.2 145.9 141.9 140.0 141.7 136.2
5 20mm 740.1 685.4 674.7 667.7 697.3 704.4 669.2 671.4 678.2
6 10mm 559.0 517.7 509.6 504.4 465.3 470.0 511.6 507.1 452.5
7 Crushed Sand 578.6 535.9 527.5 522.0 398.0 402.1 403.5 524.8 387.0
8 River Sand 310.8 287.9 283.4 280.4 397.4 401.5 402.9 281.9 386.5
9 Admixture 1.70 2.45 2.59 2.66 3.20 3.10 2.31 3.12 6.12
Contractor Represantative Authoriy Engineer's Represantive
Construction of 4 Laning of Indore To Raghav Garh Section of NH-59 (Indore-Harda
Project package-1 Stretch) from MR-10 Junction on NH-3 Bypass Ch.-0.250 to Raghav Garh
26.903(Design Length = 26.653 KM) under Bharatmala Pariyojana A Phase-I (Economic
Corridor) in the State of Madhya Pradesh on EPC Mode.

Client National Highway Authority Of India

Authority Engineer M/s L N Malviya Infra Projects Pvt. Ltd. In Association with ICSC
EPC Contractor M/s P. D. Agrawal Infrastucture Ltd.

MOISTURE CORRECTION

Date 1/5/2024 Temprature 32°c Humidity 17%

Total Moisture content in Aggregate %
Type of Water Absorption Free Water
Sr. No Wt. of Wet Wt. of Dry Moisture Content (%) content (%)
material
Aggregate Aggregate (%)

1 20 mm 500 495.5 0.908 1.37 -0.462

2 10 mm 500 494.0 1.215 1.37 -0.155

Crushed
3 500 482.5 3.627 1.37 2.257
Sand
4 River Sand 500 484.5 3.199 1.30 1.899

Adjusted Weight after Moisture Correction in kg

Sr. No M-35 M-35 M-50
Type of material M-15 M-25 M-30 M-35 RCC M-35 PILE
GIRDER RE WALL
M-40 RCC
PSC
1 Cement 250 350 370 380 400 390 385 390 440
2 Microsilica 44
3 Fly Ash 0 0 0 0 0 0 0 0 0
4 Water 110.7 137.3 142.4 146.7 143.8 139.7 137.7 139.2 134.1
5 20mm 740.9 686.1 675.4 668.4 698.1 705.1 669.9 672.1 678.9
6 10mm 560.7 519.3 511.2 505.9 466.8 471.5 513.2 508.7 453.9
7 Crushed Sand 579.2 536.4 528.1 522.5 398.4 402.5 403.9 525.4 387.5
8 River Sand 310.5 287.6 283.1 280.1 397.0 401.1 402.5 281.6 386.1
9 Admixture 1.70 2.45 2.59 2.66 3.20 3.10 2.31 3.12 6.12
Contractor Represantative Authoriy Engineer's Represantive
Construction of 4 Laning of Indore To Raghav Garh Section of NH-59 (Indore-Harda
Project package-1 Stretch) from MR-10 Junction on NH-3 Bypass Ch.-0.250 to Raghav Garh
26.903(Design Length = 26.653 KM) under Bharatmala Pariyojana A Phase-I (Economic
Corridor) in the State of Madhya Pradesh on EPC Mode.

Client National Highway Authority Of India

Authority Engineer M/s L N Malviya Infra Projects Pvt. Ltd. In Association with ICSC
EPC Contractor M/s P. D. Agrawal Infrastucture Ltd.

MOISTURE CORRECTION

Date 30/04/2024 Temprature 32°c Humidity 17%

Total Moisture content in Aggregate %
Type of Water Absorption Free Water
Sr. No Wt. of Wet Wt. of Dry Moisture Content (%) content (%)
material
Aggregate Aggregate (%)

1 20 mm 500 495.0 1.010 1.37 -0.360

2 10 mm 500 493.0 1.420 1.37 0.050

Crushed
3 500 482.0 3.734 1.37 2.364
Sand
4 River Sand 500 484.0 3.306 1.30 2.006

Adjusted Weight after Moisture Correction in kg

Sr. No M-35 M-35 M-50
Type of material M-15 M-25 M-30 M-35 RCC M-35 PILE
GIRDER RE WALL
M-40 RCC
PSC
1 Cement 250 350 370 380 400 390 385 390 440
2 Microsilica 44
3 Fly Ash 0 0 0 0 0 0 0 0 0
4 Water 107.9 134.7 139.8 144.2 141.3 137.2 135.1 136.6 131.7
5 20mm 741.6 686.8 676.1 669.1 698.8 705.9 670.6 672.8 679.5
6 10mm 561.9 520.4 512.3 507.0 467.7 472.4 514.3 509.8 454.8
7 Crushed Sand 579.8 537.0 528.6 523.1 398.8 402.9 404.3 525.9 387.9
8 River Sand 310.8 287.9 283.4 280.4 397.4 401.5 402.9 281.9 386.5
9 Admixture 1.70 2.45 2.59 2.66 3.20 3.10 2.31 3.12 6.12
Contractor Represantative Authoriy Engineer's Represantive
Construction of 4 Laning of Indore To Raghav Garh Section of NH-59 (Indore-Harda
Project package-1 Stretch) from MR-10 Junction on NH-3 Bypass Ch.-0.250 to Raghav Garh
26.903(Design Length = 26.653 KM) under Bharatmala Pariyojana A Phase-I (Economic
Corridor) in the State of Madhya Pradesh on EPC Mode.

Client National Highway Authority Of India

Authority Engineer M/s L N Malviya Infra Projects Pvt. Ltd. In Association with ICSC
EPC Contractor M/s P. D. Agrawal Infrastucture Ltd.

MOISTURE CORRECTION

Date 29/04/2024 Temprature 31°c Humidity 26%

Total Moisture content in Aggregate %
Type of Water Absorption Free Water
Sr. No Wt. of Wet Wt. of Dry Moisture Content (%) content (%)
material
Aggregate Aggregate (%)

1 20 mm 500 495.5 0.908 1.37 -0.462

2 10 mm 500 493.0 1.420 1.37 0.050

Crushed
3 500 487.0 2.669 1.37 1.299
Sand
4 River Sand 500 484.5 3.199 1.30 1.899

Adjusted Weight after Moisture Correction in kg

Sr. No M-35 M-35 M-50
Type of material M-15 M-25 M-30 M-35 RCC M-35 PILE
GIRDER RE WALL
M-40 RCC
PSC
1 Cement 250 350 370 380 400 390 385 390 440
2 Microsilica 44
3 Fly Ash 0 0 0 0 0 0 0 0 0
4 Water 115.0 141.2 146.3 150.6 146.5 142.5 140.4 143.0 136.8
5 20mm 740.9 686.1 675.4 668.4 698.1 705.1 669.9 672.1 678.9
6 10mm 561.9 520.4 512.3 507.0 467.7 472.4 514.3 509.8 454.8
7 Crushed Sand 573.8 531.4 523.1 517.6 394.7 398.7 400.1 520.5 383.8
8 River Sand 310.5 287.6 283.1 280.1 397.0 401.1 402.5 281.6 386.1
9 Admixture 1.70 2.45 2.59 2.66 3.20 3.10 2.31 3.12 6.12
Contractor Represantative Authoriy Engineer's Represantive
Construction of 4 Laning of Indore To Raghav Garh Section of NH-59 (Indore-Harda
Project package-1 Stretch) from MR-10 Junction on NH-3 Bypass Ch.-0.250 to Raghav Garh
26.903(Design Length = 26.653 KM) under Bharatmala Pariyojana A Phase-I (Economic
Corridor) in the State of Madhya Pradesh on EPC Mode.

Client National Highway Authority Of India

Authority Engineer M/s L N Malviya Infra Projects Pvt. Ltd. In Association with ICSC
EPC Contractor M/s P. D. Agrawal Infrastucture Ltd.

MOISTURE CORRECTION

Date 28/04/2024 Temprature 31°c Humidity 24%

Total Moisture content in Aggregate %
Type of Water Absorption Free Water
Sr. No Wt. of Wet Wt. of Dry Moisture Content (%) content (%)
material
Aggregate Aggregate (%)

1 20 mm 500 495.5 0.908 1.37 -0.462

2 10 mm 500 493.5 1.317 1.37 -0.053

Crushed
3 500 486.0 2.881 1.37 1.511
Sand
4 River Sand 500 485.0 3.093 1.30 1.793

Adjusted Weight after Moisture Correction in kg

Sr. No M-35 M-35 M-50
Type of material M-15 M-25 M-30 M-35 RCC M-35 PILE
GIRDER RE WALL
M-40 RCC
PSC
1 Cement 250 350 370 380 400 390 385 390 440
2 Microsilica 44
3 Fly Ash 0 0 0 0 0 0 0 0 0
4 Water 114.7 141.0 146.0 150.3 146.6 142.6 140.5 142.8 136.9
5 20mm 740.9 686.1 675.4 668.4 698.1 705.1 669.9 672.1 678.9
6 10mm 561.3 519.8 511.7 506.4 467.3 472.0 513.7 509.2 454.4
7 Crushed Sand 575.0 532.5 524.2 518.7 395.5 399.5 401.0 521.6 384.6
8 River Sand 310.2 287.3 282.8 279.8 396.6 400.7 402.1 281.4 385.7
9 Admixture 1.70 2.45 2.59 2.66 3.20 3.10 2.31 3.12 6.12
Contractor Represantative Authoriy Engineer's Represantive
Construction of 4 Laning of Indore To Raghav Garh Section of NH-59 (Indore-Harda
Project package-1 Stretch) from MR-10 Junction on NH-3 Bypass Ch.-0.250 to Raghav Garh
26.903(Design Length = 26.653 KM) under Bharatmala Pariyojana A Phase-I (Economic
Corridor) in the State of Madhya Pradesh on EPC Mode.

Client National Highway Authority Of India

Authority Engineer M/s L N Malviya Infra Projects Pvt. Ltd. In Association with ICSC
EPC Contractor M/s P. D. Agrawal Infrastucture Ltd.

MOISTURE CORRECTION

Date 26/04/2024 Temprature 31°c Humidity 36%

Total Moisture content in Aggregate %
Type of Water Absorption Free Water
Sr. No Wt. of Wet Wt. of Dry Moisture Content (%) content (%)
material
Aggregate Aggregate (%)

1 20 mm 500 496.0 0.806 1.37 -0.564

2 10 mm 500 494.0 1.215 1.37 -0.155

Crushed
3 500 485.5 2.987 1.37 1.617
Sand
4 River Sand 500 485.5 2.987 1.30 1.687

Adjusted Weight after Moisture Correction in kg

Sr. No M-35 M-35 M-50
Type of material M-15 M-25 M-30 M-35 RCC M-35 PILE
GIRDER RE WALL
M-40 RCC
PSC
1 Cement 250 350 370 380 400 390 385 390 440
2 Microsilica 44
3 Fly Ash 0 0 0 0 0 0 0 0 0
4 Water 115.8 142.0 147.0 151.3 147.8 143.8 141.7 143.7 138.0
5 20mm 740.1 685.4 674.7 667.7 697.3 704.4 669.2 671.4 678.2
6 10mm 560.7 519.3 511.2 505.9 466.8 471.5 513.2 508.7 453.9
7 Crushed Sand 575.6 533.1 524.7 519.3 395.9 400.0 401.4 522.1 385.0
8 River Sand 309.8 287.0 282.5 279.5 396.2 400.2 401.7 281.1 385.3
9 Admixture 1.70 2.45 2.59 2.66 3.20 3.10 2.31 3.12 6.12
Contractor Represantative Authoriy Engineer's Represantive
Construction of 4 Laning of Indore To Raghav Garh Section of NH-59 (Indore-Harda
Project package-1 Stretch) from MR-10 Junction on NH-3 Bypass Ch.-0.250 to Raghav Garh
26.903(Design Length = 26.653 KM) under Bharatmala Pariyojana A Phase-I (Economic
Corridor) in the State of Madhya Pradesh on EPC Mode.

Client National Highway Authority Of India

Authority Engineer M/s L N Malviya Infra Projects Pvt. Ltd. In Association with ICSC
EPC Contractor M/s P. D. Agrawal Infrastucture Ltd.

MOISTURE CORRECTION

Date 26/04/2024 Temprature 31°c Humidity 36%

Total Moisture content in Aggregate %
Type of Water Absorption Free Water
Sr. No Wt. of Wet Wt. of Dry Moisture Content (%) content (%)
material
Aggregate Aggregate (%)

1 20 mm 500 496.0 0.806 1.37 -0.564

2 10 mm 500 494.0 1.215 1.37 -0.155

Crushed
3 500 485.5 2.987 1.37 1.617
Sand
4 River Sand 500 485.5 2.987 1.30 1.687

Adjusted Weight after Moisture Correction in kg

Sr. No M-35 M-35 M-50
Type of material M-15 M-25 M-30 M-35 RCC M-35 PILE
GIRDER RE WALL
M-40 RCC
PSC
1 Cement 250 350 370 380 400 390 385 390 440
2 Microsilica 44
3 Fly Ash 0 0 0 0 0 0 0 0 0
4 Water 115.8 142.0 147.0 151.3 147.8 143.8 141.7 143.7 138.0
5 20mm 740.1 685.4 674.7 667.7 697.3 704.4 669.2 671.4 678.2
6 10mm 560.7 519.3 511.2 505.9 466.8 471.5 513.2 508.7 453.9
7 Crushed Sand 575.6 533.1 524.7 519.3 395.9 400.0 401.4 522.1 385.0
8 River Sand 309.8 287.0 282.5 279.5 396.2 400.2 401.7 281.1 385.3
9 Admixture 1.70 2.45 2.59 2.66 3.20 3.10 2.31 3.12 6.12
Contractor Represantative Authoriy Engineer's Represantive
Construction of 4 Laning of Indore To Raghav Garh Section of NH-59 (Indore-Harda
Project package-1 Stretch) from MR-10 Junction on NH-3 Bypass Ch.-0.250 to Raghav Garh
26.903(Design Length = 26.653 KM) under Bharatmala Pariyojana A Phase-I (Economic
Corridor) in the State of Madhya Pradesh on EPC Mode.

Client National Highway Authority Of India

Authority Engineer M/s L N Malviya Infra Projects Pvt. Ltd. In Association with ICSC
EPC Contractor M/s P. D. Agrawal Infrastucture Ltd.

MOISTURE CORRECTION

Date 25/04/2024 Temprature 28°c Humidity 39%

Total Moisture content in Aggregate %
Type of Water Absorption Free Water
Sr. No Wt. of Wet Wt. of Dry Moisture Content (%) content (%)
material
Aggregate Aggregate (%)

1 20 mm 500 495.5 0.908 1.37 -0.462

2 10 mm 500 494.5 1.112 1.37 -0.258

Crushed
3 500 485.0 3.093 1.37 1.723
Sand
4 River Sand 500 486.5 2.775 1.30 1.475

Adjusted Weight after Moisture Correction in kg

Sr. No M-35 M-35 M-50
Type of material M-15 M-25 M-30 M-35 RCC M-35 PILE
GIRDER RE WALL
M-40 RCC
PSC
1 Cement 250 350 370 380 400 390 385 390 440
2 Microsilica 44
3 Fly Ash 0 0 0 0 0 0 0 0 0
4 Water 115.6 141.8 146.9 151.1 148.0 144.0 142.0 143.6 138.2
5 20mm 740.9 686.1 675.4 668.4 698.1 705.1 669.9 672.1 678.9
6 10mm 560.2 518.8 510.7 505.4 466.3 471.0 512.7 508.2 453.4
7 Crushed Sand 576.2 533.6 525.3 519.8 396.3 400.4 401.8 522.7 385.4
8 River Sand 309.2 286.4 281.9 279.0 395.3 399.4 400.8 280.5 384.5
9 Admixture 1.70 2.45 2.59 2.66 3.20 3.10 2.31 3.12 6.12
Contractor Represantative Authoriy Engineer's Represantive
Construction of 4 Laning of Indore To Raghav Garh Section of NH-59 (Indore-Harda
Project package-1 Stretch) from MR-10 Junction on NH-3 Bypass Ch.-0.250 to Raghav Garh
26.903(Design Length = 26.653 KM) under Bharatmala Pariyojana A Phase-I (Economic
Corridor) in the State of Madhya Pradesh on EPC Mode.

Client National Highway Authority Of India

Authority Engineer M/s L N Malviya Infra Projects Pvt. Ltd. In Association with ICSC
EPC Contractor M/s P. D. Agrawal Infrastucture Ltd.

MOISTURE CORRECTION

Date 23/04/2024 Temprature 29°c Humidity 29%

Total Moisture content in Aggregate %
Type of Water Absorption Free Water
Sr. No Wt. of Wet Wt. of Dry Moisture Content (%) content (%)
material
Aggregate Aggregate (%)

1 20 mm 500 496.0 0.806 1.37 -0.564

2 10 mm 500 494.0 1.215 1.37 -0.155

Crushed
3 500 485.0 3.093 1.37 1.723
Sand
4 River Sand 500 486.0 2.881 1.30 1.581

Adjusted Weight after Moisture Correction in kg

Sr. No M-35 M-35 M-50
Type of material M-15 M-25 M-30 M-35 RCC M-35 PILE
GIRDER RE WALL
M-40 RCC
PSC
1 Cement 250 350 370 380 400 390 385 390 440
2 Microsilica 44
3 Fly Ash 0 0 0 0 0 0 0 0 0
4 Water 115.5 141.7 146.7 151.0 147.8 143.8 141.7 143.5 138.0
5 20mm 740.1 685.4 674.7 667.7 697.3 704.4 669.2 671.4 678.2
6 10mm 560.7 519.3 511.2 505.9 466.8 471.5 513.2 508.7 453.9
7 Crushed Sand 576.2 533.6 525.3 519.8 396.3 400.4 401.8 522.7 385.4
8 River Sand 309.5 286.7 282.2 279.2 395.8 399.8 401.2 280.8 384.9
9 Admixture 1.70 2.45 2.59 2.66 3.20 3.10 2.31 3.12 6.12
Contractor Represantative Authoriy Engineer's Represantive
Construction of 4 Laning of Indore To Raghav Garh Section of NH-59 (Indore-Harda
Project package-1 Stretch) from MR-10 Junction on NH-3 Bypass Ch.-0.250 to Raghav Garh
26.903(Design Length = 26.653 KM) under Bharatmala Pariyojana A Phase-I (Economic
Corridor) in the State of Madhya Pradesh on EPC Mode.

Client National Highway Authority Of India

Authority Engineer M/s L N Malviya Infra Projects Pvt. Ltd. In Association with ICSC
EPC Contractor M/s P. D. Agrawal Infrastucture Ltd.

MOISTURE CORRECTION

Date 24/04/2024 Temprature 38°c Humidity 36%

Total Moisture content in Aggregate %
Type of Water Absorption Free Water
Sr. No Wt. of Wet Wt. of Dry Moisture Content (%) content (%)
material
Aggregate Aggregate (%)

1 20 mm 500 496.5 0.705 1.37 -0.665

2 10 mm 500 493.5 1.317 1.37 -0.053

Crushed
3 500 484.5 3.199 1.37 1.829
Sand
4 River Sand 500 487.0 2.669 1.30 1.369

Adjusted Weight after Moisture Correction in kg

Sr. No M-35 M-35 M-50
Type of material M-15 M-25 M-30 M-35 RCC M-35 PILE
GIRDER RE WALL
M-40 RCC
PSC
1 Cement 250 350 370 380 400 390 385 390 440
2 Microsilica 44
3 Fly Ash 0 0 0 0 0 0 0 0 0
4 Water 115.7 141.9 146.9 151.2 148.4 144.5 142.3 143.7 138.7
5 20mm 739.3 684.7 674.0 667.0 696.6 703.7 668.5 670.7 677.5
6 10mm 561.3 519.8 511.7 506.4 467.3 472.0 513.7 509.2 454.4
7 Crushed Sand 576.8 534.2 525.8 520.3 396.7 400.8 402.2 523.2 385.8
8 River Sand 308.9 286.1 281.6 278.7 394.9 399.0 400.4 280.2 384.1
9 Admixture 1.70 2.45 2.59 2.66 3.20 3.10 2.31 3.12 6.12
Contractor Represantative Authoriy Engineer's Represantive
Construction of 4 Laning of Indore To Raghav Garh Section of NH-59 (Indore-Harda
Project package-1 Stretch) from MR-10 Junction on NH-3 Bypass Ch.-0.250 to Raghav Garh
26.903(Design Length = 26.653 KM) under Bharatmala Pariyojana A Phase-I (Economic
Corridor) in the State of Madhya Pradesh on EPC Mode.

Client National Highway Authority Of India

Authority Engineer M/s L N Malviya Infra Projects Pvt. Ltd. In Association with ICSC
EPC Contractor M/s P. D. Agrawal Infrastucture Ltd.

MOISTURE CORRECTION

Date 22/04/2024 Temprature 31.0 ⁰ C Humidity 36%

Total Moisture content in Aggregate %
Type of Water Absorption Free Water
Sr. No Wt. of Wet Wt. of Dry Moisture Content (%) content (%)
material
Aggregate Aggregate (%)

1 20 mm 500 495.0 1.010 1.37 -0.360

2 10 mm 500 494.5 1.112 1.37 -0.258

Crushed
3 500 487.5 2.564 1.37 1.194
Sand
4 River Sand 500 488.0 2.459 1.30 1.159

-
Sr. No M-35 M-35 RE M-50
Type of material M-15 M-25 M-30 M-35 RCC M-35 PILE
GIRDER WALL
M-40 RCC
PSC
1 Cement 250 350.0 370.0 380 400 390 385 390 440
2 Microsilica 31
3 Fly Ash 0 0.0 0.0 0 0 0 0 0 0
4 Water 125.0 150.5 155.4 159.6 156.0 152.1 150.2 152.1 146.0
5 20mm 744.3 689.3 678.5 671.5 701.3 708.4 673.0 675.2 682.0
6 10mm 561.6 520.1 512.0 506.7 467.5 472.2 514.0 509.5 454.6
7 Crushed Sand 566.4 524.6 516.4 511.0 389.6 393.6 395.0 513.8 378.9
8 River Sand 304.7 282.2 277.8 274.9 389.6 393.6 395.0 276.4 378.9
9 Admixture 1.70 2.45 2.59 2.66 3.20 3.10 2.31 3.12 6.12

Adjusted Weight after Moisture Correction in kg

Sr. No M-35 M-35 M-50
Type of material M-15 M-25 M-30 M-35 RCC M-35 PILE
GIRDER RE WALL
M-40 RCC
PSC
1 Cement 250 350 370 380 400 390 385 390 440
2 Microsilica 31
3 Fly Ash 0 0 0 0 0 0 0 0 0
4 Water 118.8 144.8 149.8 154.0 150.6 146.6 144.7 146.5 140.7
5 20mm 741.6 686.8 676.1 669.1 698.8 705.9 670.6 672.8 679.5
6 10mm 560.2 518.8 510.7 505.4 466.3 471.0 512.7 508.2 453.4
7 Crushed Sand 573.2 530.9 522.6 517.1 394.3 398.3 399.7 519.9 383.4
8 River Sand 308.2 285.5 281.0 278.1 394.1 398.2 399.6 279.6 383.3
9 Admixture 1.70 2.45 2.59 2.66 3.20 3.10 2.31 3.12 6.12
Contractor Represantative Authoriy Engineer's Represantive
Construction of 4 Laning of Indore To Raghav Garh Section of NH-59 (Indore-Harda
Project package-1 Stretch) from MR-10 Junction on NH-3 Bypass Ch.-0.250 to Raghav Garh
26.903(Design Length = 26.653 KM) under Bharatmala Pariyojana A Phase-I (Economic
Corridor) in the State of Madhya Pradesh on EPC Mode.

Client National Highway Authority Of India

Authority Engineer M/s L N Malviya Infra Projects Pvt. Ltd. In Association with ICSC
EPC Contractor M/s P. D. Agrawal Infrastucture Ltd.

MOISTURE CORRECTION

Date 21/04/2024 Temprature 29.0 ⁰ C Humidity 28%

Total Moisture content in Aggregate %
Type of Water Absorption Free Water
Sr. No Wt. of Wet Wt. of Dry Moisture Content (%) content (%)
material
Aggregate Aggregate (%)

1 20 mm 500 495.5 0.908 1.37 -0.462

2 10 mm 500 494.5 1.112 1.37 -0.258

Crushed
3 500 486.5 2.775 1.37 1.405
Sand
4 River Sand 500 488.5 2.354 1.30 1.054

Adjusted Weight after Moisture Correction in kg

Sr. No M-35 M-35 M-50
Type of material M-15 M-25 M-30 M-35 RCC M-35 PILE
GIRDER RE WALL
M-40 RCC
PSC
1 Cement 250 350 370 380 400 390 385 390 440
2 Microsilica 31
3 Fly Ash 0 0 0 0 0 0 0 0 0
4 Water 118.7 144.7 149.7 153.9 150.9 146.9 144.9 146.4 141.0
5 20mm 740.9 686.1 675.4 668.4 698.1 705.1 669.9 672.1 678.9
6 10mm 560.2 518.8 510.7 505.4 466.3 471.0 512.7 508.2 453.4
7 Crushed Sand 574.4 532.0 523.7 518.2 395.1 399.1 400.5 521.0 384.2
8 River Sand 307.9 285.2 280.7 277.8 393.7 397.7 399.2 279.3 382.9
9 Admixture 1.70 2.45 2.59 2.66 3.20 3.10 2.31 3.12 6.12
Contractor Represantative Authoriy Engineer's Represantive
Construction of 4 Laning of Indore To Raghav Garh Section of NH-59 (Indore-Harda
Project package-1 Stretch) from MR-10 Junction on NH-3 Bypass Ch.-0.250 to Raghav Garh
26.903(Design Length = 26.653 KM) under Bharatmala Pariyojana A Phase-I (Economic
Corridor) in the State of Madhya Pradesh on EPC Mode.

Client National Highway Authority Of India

Authority Engineer M/s L N Malviya Infra Projects Pvt. Ltd. In Association with ICSC
EPC Contractor M/s P. D. Agrawal Infrastucture Ltd.

MOISTURE CORRECTION

Date 20/04/2024 Temprature 31.0 ⁰ C Humidity 28%

Total Moisture content in Aggregate %
Type of Water Absorption Free Water
Sr. No Wt. of Wet Wt. of Dry Moisture Content (%) content (%)
material
Aggregate Aggregate (%)

1 20 mm 500 495.5 0.908 1.37 -0.462

2 10 mm 500 494.0 1.215 1.37 -0.155

Crushed
3 500 487.0 2.669 1.37 1.299
Sand
4 River Sand 500 487.5 2.564 1.30 1.264

Adjusted Weight after Moisture Correction in kg

Sr. No M-35 M-35 M-50
Type of material M-15 M-25 M-30 M-35 RCC M-35 PILE
GIRDER RE WALL
M-40 RCC
PSC
1 Cement 250 350 370 380 400 390 385 390 440
2 Microsilica 31
3 Fly Ash 0 0 0 0 0 0 0 0 0
4 Water 118.1 144.1 149.1 153.4 150.0 146.0 144.0 145.8 140.1
5 20mm 740.9 686.1 675.4 668.4 698.1 705.1 669.9 672.1 678.9
6 10mm 560.7 519.3 511.2 505.9 466.8 471.5 513.2 508.7 453.9
7 Crushed Sand 573.8 531.4 523.1 517.6 394.7 398.7 400.1 520.5 383.8
8 River Sand 308.6 285.8 281.3 278.4 394.5 398.6 400.0 279.9 383.7
9 Admixture 1.70 2.45 2.59 2.66 3.20 3.10 2.31 3.12 6.12
Contractor Represantative Authoriy Engineer's Represantive
Construction of 4 Laning of Indore To Raghav Garh Section of NH-59 (Indore-Harda
Project package-1 Stretch) from MR-10 Junction on NH-3 Bypass Ch.-0.250 to Raghav Garh
26.903(Design Length = 26.653 KM) under Bharatmala Pariyojana A Phase-I (Economic
Corridor) in the State of Madhya Pradesh on EPC Mode.

Client National Highway Authority Of India

Authority Engineer M/s L N Malviya Infra Projects Pvt. Ltd. In Association with ICSC
EPC Contractor M/s P. D. Agrawal Infrastucture Ltd.

MOISTURE CORRECTION

Date 20/4/2024 Temprature 27⁰ C Humidity 39%

Total Moisture content in Aggregate %
Type of Water Absorption Free Water
Sr. No Wt. of Wet Wt. of Dry Moisture Content (%) content (%)
material
Aggregate Aggregate (%)

1 20 mm 500 496.0 0.806 1.37 -0.564

2 10 mm 500 496.5 0.705 1.37 -0.665

Crushed
3 500 481.0 3.950 1.37 2.580
Sand
4 River Sand 500 485.0 3.093 1.30 1.793

Adjusted Weight after Moisture Correction in kg

Sr. No M-35 M-35 M-50
Type of material M-15 M-25 M-30 M-35 RCC M-35 PILE
GIRDER RE WALL
M-40 RCC
PSC
1 Cement 250 350 370 380 400 390 385 390 440
2 Microsilica 44
3 Fly Ash 0 0 0 0 0 0 0 0 0
4 Water 112.9 139.2 144.3 148.6 146.0 142.0 140.1 141.1 136.3
5 20mm 740.1 685.4 674.7 667.7 697.3 704.4 669.2 671.4 678.2
6 10mm 557.9 516.6 508.6 503.3 464.4 469.1 510.6 506.1 451.6
7 Crushed Sand 581.0 538.1 529.7 524.2 399.7 403.8 405.2 527.1 388.7
8 River Sand 310.2 287.3 282.8 279.8 396.6 400.7 402.1 281.4 385.7
9 Admixture 1.70 2.45 2.59 2.66 3.20 3.10 2.31 3.12 6.12
Contractor Represantative Authoriy Engineer's Represantive
Construction of 4 Laning of Indore To Raghav Garh Section of NH-59 (Indore-Harda
Project package-1 Stretch) from MR-10 Junction on NH-3 Bypass Ch.-0.250 to Raghav Garh
26.903(Design Length = 26.653 KM) under Bharatmala Pariyojana A Phase-I (Economic
Corridor) in the State of Madhya Pradesh on EPC Mode.

Client National Highway Authority Of India

Authority Engineer M/s L N Malviya Infra Projects Pvt. Ltd. In Association with ICSC
EPC Contractor M/s P. D. Agrawal Infrastucture Ltd.

MOISTURE CORRECTION

Date 19/4/2024 Temprature 29.0 ⁰ C Humidity 33%

Total Moisture content in Aggregate %
Type of Water Absorption Free Water
Sr. No Wt. of Wet Wt. of Dry Moisture Content (%) content (%)
material
Aggregate Aggregate (%)

1 20 mm 500 495.0 1.010 1.37 -0.360

2 10 mm 500 494.5 1.112 1.37 -0.258

Crushed
3 500 487.5 2.564 1.37 1.194
Sand
4 River Sand 500 487.0 2.669 1.30 1.369

Adjusted Weight after Moisture Correction in kg

Sr. No M-35 M-35 M-50
Type of material M-15 M-25 M-30 M-35 RCC M-35 PILE
GIRDER RE WALL
M-40 RCC
PSC
1 Cement 250 350 370 380 400 390 385 390 440
2 Microsilica 31
3 Fly Ash 0 0 0 0 0 0 0 0 0
4 Water 118.2 144.2 149.2 153.5 149.7 145.8 143.8 145.9 139.9
5 20mm 741.6 686.8 676.1 669.1 698.8 705.9 670.6 672.8 679.5
6 10mm 560.2 518.8 510.7 505.4 466.3 471.0 512.7 508.2 453.4
7 Crushed Sand 573.2 530.9 522.6 517.1 394.3 398.3 399.7 519.9 383.4
8 River Sand 308.9 286.1 281.6 278.7 394.9 399.0 400.4 280.2 384.1
9 Admixture 1.70 2.45 2.59 2.66 3.20 3.10 2.31 3.12 6.12
Contractor Represantative Authoriy Engineer's Represantive
Construction of 4 Laning of Indore To Raghav Garh Section of NH-59 (Indore-Harda
Project package-1 Stretch) from MR-10 Junction on NH-3 Bypass Ch.-0.250 to Raghav Garh
26.903(Design Length = 26.653 KM) under Bharatmala Pariyojana A Phase-I (Economic
Corridor) in the State of Madhya Pradesh on EPC Mode.

Client National Highway Authority Of India

Authority Engineer M/s L N Malviya Infra Projects Pvt. Ltd. In Association with ICSC
EPC Contractor M/s P. D. Agrawal Infrastucture Ltd.

MOISTURE CORRECTION

Date 18/4/2024 Temprature 28⁰ C Humidity 40%

Total Moisture content in Aggregate %
Type of Water Absorption Free Water
Sr. No Wt. of Wet Wt. of Dry Moisture Content (%) content (%)
material
Aggregate Aggregate (%)

1 20 mm 500 494.5 1.112 1.37 -0.258

2 10 mm 500 496.5 0.705 1.37 -0.665

Crushed
3 500 483.0 3.520 1.37 2.150
Sand
4 River Sand 500 486.5 2.775 1.30 1.475

Adjusted Weight after Moisture Correction in kg

Sr. No M-35 M-35 M-50
Type of material M-15 M-25 M-30 M-35 RCC M-35 PILE
GIRDER RE WALL
M-40 RCC
PSC
1 Cement 250 350 370 380 400 390 385 390 440
2 Microsilica 31
3 Fly Ash 0 0 0 0 0 0 0 0 0
4 Water 114.0 140.3 145.4 149.7 146.8 142.8 141.0 142.1 137.0
5 20mm 742.4 687.5 676.8 669.8 699.5 706.6 671.3 673.5 680.2
6 10mm 557.9 516.6 508.6 503.3 464.4 469.1 510.6 506.1 451.6
7 Crushed Sand 578.6 535.9 527.5 522.0 398.0 402.1 403.5 524.8 387.0
8 River Sand 309.2 286.4 281.9 279.0 395.3 399.4 400.8 280.5 384.5
9 Admixture 1.70 2.45 2.59 2.66 3.20 3.10 2.31 3.12 6.12
Contractor Represantative Authoriy Engineer's Represantive
Construction of 4 Laning of Indore To Raghav Garh Section of NH-59 (Indore-Harda
Project package-1 Stretch) from MR-10 Junction on NH-3 Bypass Ch.-0.250 to Raghav Garh
26.903(Design Length = 26.653 KM) under Bharatmala Pariyojana A Phase-I (Economic
Corridor) in the State of Madhya Pradesh on EPC Mode.

Client National Highway Authority Of India

Authority Engineer M/s L N Malviya Infra Projects Pvt. Ltd. In Association with ICSC
EPC Contractor M/s P. D. Agrawal Infrastucture Ltd.

MOISTURE CORRECTION

Date 17/4/2024 Temprature 31⁰ C Humidity 40%

Total Moisture content in Aggregate %
Type of Water Absorption Free Water
Sr. No Wt. of Wet Wt. of Dry Moisture Content (%) content (%)
material
Aggregate Aggregate (%)

1 20 mm 500 495.5 0.908 1.37 -0.462

2 10 mm 500 496.0 0.806 1.37 -0.564

Crushed
3 500 482.5 3.627 1.37 2.257
Sand
4 River Sand 500 486.0 2.881 1.30 1.581

Adjusted Weight after Moisture Correction in kg

Sr. No M-35 M-35 M-50
Type of material M-15 M-25 M-30 M-35 RCC M-35 PILE
GIRDER RE WALL
M-40 RCC
PSC
1 Cement 250 350 370 380 400 390 385 390 440
2 Microsilica 31
3 Fly Ash 0 0 0 0 0 0 0 0 0
4 Water 114.0 140.3 145.4 149.7 146.9 142.9 141.0 142.1 137.2
5 20mm 740.9 686.1 675.4 668.4 698.1 705.1 669.9 672.1 678.9
6 10mm 558.4 517.2 509.1 503.8 464.9 469.5 511.1 506.6 452.0
7 Crushed Sand 579.2 536.4 528.1 522.5 398.4 402.5 403.9 525.4 387.5
8 River Sand 309.5 286.7 282.2 279.2 395.8 399.8 401.2 280.8 384.9
9 Admixture 1.70 2.45 2.59 2.66 3.20 3.10 2.31 3.12 6.12
Contractor Represantative Authoriy Engineer's Represantive
Construction of 4 Laning of Indore To Raghav Garh Section of NH-59 (Indore-Harda
Project package-1 Stretch) from MR-10 Junction on NH-3 Bypass Ch.-0.250 to Raghav Garh
26.903(Design Length = 26.653 KM) under Bharatmala Pariyojana A Phase-I (Economic
Corridor) in the State of Madhya Pradesh on EPC Mode.

Client National Highway Authority Of India

Authority Engineer M/s L N Malviya Infra Projects Pvt. Ltd. In Association with ICSC
EPC Contractor M/s P. D. Agrawal Infrastucture Ltd.

MOISTURE CORRECTION

Date 16/4/2024 Temprature 30⁰ C Humidity 39%

Total Moisture content in Aggregate %
Type of Water Absorption Free Water
Sr. No Wt. of Wet Wt. of Dry Moisture Content (%) content (%)
material
Aggregate Aggregate (%)

1 20 mm 500 495.5 0.908 1.37 -0.462

2 10 mm 500 496.5 0.705 1.37 -0.665

Crushed
3 500 482.3 3.670 1.37 2.300
Sand
4 River Sand 500 485.5 2.987 1.30 1.687

Adjusted Weight after Moisture Correction in kg

Sr. No M-35 M-35 M-50
Type of material M-15 M-25 M-30 M-35 RCC M-35 PILE
GIRDER RE WALL
M-40 RCC
PSC
1 Cement 250 350 370 380 400 390 385 390 440
2 Microsilica 31
3 Fly Ash 0 0 0 0 0 0 0 0 0
4 Water 114.0 140.3 145.4 149.7 146.8 142.8 141.0 142.1 137.1
5 20mm 740.9 686.1 675.4 668.4 698.1 705.1 669.9 672.1 678.9
6 10mm 557.9 516.6 508.6 503.3 464.4 469.1 510.6 506.1 451.6
7 Crushed Sand 579.4 536.7 528.3 522.8 398.6 402.7 404.1 525.6 387.6
8 River Sand 309.8 287.0 282.5 279.5 396.2 400.2 401.7 281.1 385.3
9 Admixture 1.70 2.45 2.59 2.66 3.20 3.10 2.31 3.12 6.12
Contractor Represantative Authoriy Engineer's Represantive
Construction of 4 Laning of Indore To Raghav Garh Section of NH-59 (Indore-Harda
Project package-1 Stretch) from MR-10 Junction on NH-3 Bypass Ch.-0.250 to Raghav Garh
26.903(Design Length = 26.653 KM) under Bharatmala Pariyojana A Phase-I (Economic
Corridor) in the State of Madhya Pradesh on EPC Mode.

Client National Highway Authority Of India

Authority Engineer M/s L N Malviya Infra Projects Pvt. Ltd. In Association with ICSC
EPC Contractor M/s P. D. Agrawal Infrastucture Ltd.

MOISTURE CORRECTION

Date 15/4/2024 Temprature 29⁰ C Humidity 52%

Total Moisture content in Aggregate %
Type of Water Absorption Free Water
Sr. No Wt. of Wet Wt. of Dry Moisture Content (%) content (%)
material
Aggregate Aggregate (%)

1 20 mm 500 495.6 0.888 1.37 -0.482

2 10 mm 500 496.4 0.725 1.37 -0.645

Crushed
3 500 482.3 3.670 1.37 2.300
Sand
4 River Sand 500 485.7 2.944 1.30 1.644

Adjusted Weight after Moisture Correction in kg

Sr. No M-35 M-35 M-50
Type of material M-15 M-25 M-30 M-35 RCC M-35 PILE
GIRDER RE WALL
M-40 RCC
PSC
1 Cement 250 350 370 380 400 390 385 390 440
2 Microsilica 31
3 Fly Ash 0 0 0 0 0 0 0 0 0
4 Water 114.2 140.5 145.5 149.8 147.0 143.0 141.2 142.3 137.3
5 20mm 740.7 686.0 675.2 668.3 697.9 705.0 669.8 671.9 678.7
6 10mm 558.0 516.7 508.7 503.4 464.5 469.2 510.7 506.2 451.7
7 Crushed Sand 579.4 536.7 528.3 522.8 398.6 402.7 404.1 525.6 387.6
8 River Sand 309.7 286.8 282.4 279.4 396.0 400.1 401.5 280.9 385.1
9 Admixture 1.70 2.45 2.59 2.66 3.20 3.10 2.31 3.12 6.12
Contractor Represantative Authoriy Engineer's Represantive
Construction of 4 Laning of Indore To Raghav Garh Section of NH-59 (Indore-Harda
Project package-1 Stretch) from MR-10 Junction on NH-3 Bypass Ch.-0.250 to Raghav Garh
26.903(Design Length = 26.653 KM) under Bharatmala Pariyojana A Phase-I (Economic
Corridor) in the State of Madhya Pradesh on EPC Mode.

Client National Highway Authority Of India

Authority Engineer M/s L N Malviya Infra Projects Pvt. Ltd. In Association with ICSC
EPC Contractor M/s P. D. Agrawal Infrastucture Ltd.

MOISTURE CORRECTION

Date 14/4/2024 Temprature 31⁰ C Humidity 55%

Total Moisture content in Aggregate %
Type of Water Absorption Free Water
Sr. No Wt. of Wet Wt. of Dry Moisture Content (%) content (%)
material
Aggregate Aggregate (%)

1 20 mm 500 495.5 0.908 1.37 -0.462

2 10 mm 500 496.2 0.766 1.37 -0.604

Crushed
3 500 482.5 3.627 1.37 2.257
Sand
4 River Sand 500 485.5 2.987 1.30 1.687

Adjusted Weight after Moisture Correction in kg

Sr. No M-35 M-35 M-50
Type of material M-15 M-25 M-30 M-35 RCC M-35 PILE
GIRDER RE WALL
M-40 RCC
PSC
1 Cement 250 350 370 380 400 390 385 390 440
2 Microsilica 31
3 Fly Ash 0 0 0 0 0 0 0 0 0
4 Water 113.9 140.2 145.3 149.6 146.7 142.7 140.8 142.0 137.0
5 20mm 740.9 686.1 675.4 668.4 698.1 705.1 669.9 672.1 678.9
6 10mm 558.2 517.0 508.9 503.6 464.7 469.3 510.9 506.4 451.9
7 Crushed Sand 579.2 536.4 528.1 522.5 398.4 402.5 403.9 525.4 387.5
8 River Sand 309.8 287.0 282.5 279.5 396.2 400.2 401.7 281.1 385.3
9 Admixture 1.70 2.45 2.59 2.66 3.20 3.10 2.31 3.12 6.12
Contractor Represantative Authoriy Engineer's Represantive
Construction of 4 Laning of Indore To Raghav Garh Section of NH-59 (Indore-Harda
Project package-1 Stretch) from MR-10 Junction on NH-3 Bypass Ch.-0.250 to Raghav Garh
26.903(Design Length = 26.653 KM) under Bharatmala Pariyojana A Phase-I (Economic
Corridor) in the State of Madhya Pradesh on EPC Mode.

Client National Highway Authority Of India

Authority Engineer M/s L N Malviya Infra Projects Pvt. Ltd. In Association with ICSC
EPC Contractor M/s P. D. Agrawal Infrastucture Ltd.

MOISTURE CORRECTION

Date 13/4/2024 Temprature 27.4⁰ C Humidity 34%

Total Moisture content in Aggregate %
Type of Water Absorption Free Water
Sr. No Wt. of Wet Wt. of Dry Moisture Content (%) content (%)
material
Aggregate Aggregate (%)

1 20 mm 500 495.1 0.990 1.37 -0.380

2 10 mm 500 496.0 0.806 1.37 -0.564

Crushed
3 500 479.0 4.384 1.37 3.014
Sand
4 River Sand 500 484.0 3.306 1.30 2.006

Adjusted Weight after Moisture Correction in kg

Sr. No M-35 M-35 M-50
Type of material M-15 M-25 M-30 M-35 RCC M-35 PILE
GIRDER RE WALL
M-40 RCC
PSC
1 Cement 250 350 370 380 400 390 385 390 440
2 Microsilica 31
3 Fly Ash 0 0 0 0 0 0 0 0 0
4 Water 107.8 134.6 139.7 144.1 141.7 137.7 135.8 136.5 132.1
5 20mm 741.5 686.7 675.9 668.9 698.6 705.7 670.4 672.6 679.4
6 10mm 558.4 517.2 509.1 503.8 464.9 469.5 511.1 506.6 452.0
7 Crushed Sand 583.5 540.4 532.0 526.4 401.3 405.5 406.9 529.3 390.3
8 River Sand 310.8 287.9 283.4 280.4 397.4 401.5 402.9 281.9 386.5
9 Admixture 1.70 2.45 2.59 2.66 3.20 3.10 2.31 3.12 6.12
Contractor Represantative Authoriy Engineer's Represantive
Construction of 4 Laning of Indore To Raghav Garh Section of NH-59 (Indore-Harda
Project package-1 Stretch) from MR-10 Junction on NH-3 Bypass Ch.-0.250 to Raghav Garh
26.903(Design Length = 26.653 KM) under Bharatmala Pariyojana A Phase-I (Economic
Corridor) in the State of Madhya Pradesh on EPC Mode.

Client National Highway Authority Of India

Authority Engineer M/s L N Malviya Infra Projects Pvt. Ltd. In Association with ICSC
EPC Contractor M/s P. D. Agrawal Infrastucture Ltd.

MOISTURE CORRECTION

Date 12/4/2024 Temprature 28.4⁰ C Humidity 34%

Total Moisture content in Aggregate %
Type of Water Absorption Free Water
Sr. No Wt. of Wet Wt. of Dry Moisture Content (%) content (%)
material
Aggregate Aggregate (%)

1 20 mm 500 496.2 0.766 1.37 -0.604

2 10 mm 500 496.4 0.725 1.37 -0.645

Crushed
3 500 486.4 2.796 1.37 1.426
Sand
4 River Sand 500 486.6 2.754 1.30 1.454

Adjusted Weight after Moisture Correction in kg

Sr. No M-35 M-35 M-50
Type of material M-15 M-25 M-30 M-35 RCC M-35 PILE
GIRDER RE WALL
M-40 RCC
PSC
1 Cement 250 350 370 380 400 390 385 390 440
2 Microsilica 31
3 Fly Ash 0 0 0 0 0 0 0 0 0
4 Water 120.6 146.4 151.4 155.6 152.0 148.1 146.2 148.1 142.1
5 20mm 739.8 685.1 674.4 667.4 697.1 704.1 668.9 671.1 677.9
6 10mm 558.0 516.7 508.7 503.4 464.5 469.2 510.7 506.2 451.7
7 Crushed Sand 574.5 532.1 523.8 518.3 395.2 399.2 400.6 521.1 384.3
8 River Sand 309.1 286.3 281.8 278.9 395.3 399.3 400.7 280.4 384.4
9 Admixture 1.70 2.45 2.59 2.66 3.20 3.10 2.31 3.12 6.12
Contractor Represantative Authoriy Engineer's Represantive
Construction of 4 Laning of Indore To Raghav Garh Section of NH-59 (Indore-Harda
Project package-1 Stretch) from MR-10 Junction on NH-3 Bypass Ch.-0.250 to Raghav Garh
26.903(Design Length = 26.653 KM) under Bharatmala Pariyojana A Phase-I (Economic
Corridor) in the State of Madhya Pradesh on EPC Mode.

Client National Highway Authority Of India

Authority Engineer M/s L N Malviya Infra Projects Pvt. Ltd. In Association with ICSC
EPC Contractor M/s P. D. Agrawal Infrastucture Ltd.

MOISTURE CORRECTION

Date 11/4/2024 Temprature 27.4⁰ C Humidity 33%

Total Moisture content in Aggregate %
Type of Water Absorption Free Water
Sr. No Wt. of Wet Wt. of Dry Moisture Content (%) content (%)
material
Aggregate Aggregate (%)

1 20 mm 500 496.4 0.725 1.37 -0.645

2 10 mm 500 496.2 0.766 1.37 -0.604

Crushed
3 500 486.2 2.838 1.37 1.468
Sand
4 River Sand 500 486.6 2.754 1.30 1.454

Adjusted Weight after Moisture Correction in kg

Sr. No M-35 M-35 M-50
Type of material M-15 M-25 M-30 M-35 RCC M-35 PILE
GIRDER RE WALL
M-40 RCC
PSC
1 Cement 250 350 370 380 400 390 385 390 440
2 Microsilica 31
3 Fly Ash 0 0 0 0 0 0 0 0 0
4 Water 120.4 146.3 151.2 155.5 152.0 148.0 146.1 148.0 142.1
5 20mm 739.5 684.9 674.1 667.2 696.8 703.8 668.7 670.8 677.6
6 10mm 558.2 517.0 508.9 503.6 464.7 469.3 510.9 506.4 451.9
7 Crushed Sand 574.7 532.3 524.0 518.5 395.3 399.4 400.8 521.3 384.5
8 River Sand 309.1 286.3 281.8 278.9 395.3 399.3 400.7 280.4 384.4
9 Admixture 1.70 2.45 2.59 2.66 3.20 3.10 2.31 3.12 6.12
Contractor Represantative Authoriy Engineer's Represantive
Construction of 4 Laning of Indore To Raghav Garh Section of NH-59 (Indore-Harda
Project package-1 Stretch) from MR-10 Junction on NH-3 Bypass Ch.-0.250 to Raghav Garh
26.903(Design Length = 26.653 KM) under Bharatmala Pariyojana A Phase-I (Economic
Corridor) in the State of Madhya Pradesh on EPC Mode.

Client National Highway Authority Of India

Authority Engineer M/s L N Malviya Infra Projects Pvt. Ltd. In Association with ICSC
EPC Contractor M/s P. D. Agrawal Infrastucture Ltd.

MOISTURE CORRECTION

Date 10/4/2024 Temprature 31.0⁰ C Humidity 34%

Total Moisture content in Aggregate %
Type of Water Absorption Free Water
Sr. No Wt. of Wet Wt. of Dry Moisture Content (%) content (%)
material
Aggregate Aggregate (%)

1 20 mm 500 496.2 0.766 1.37 -0.604

2 10 mm 500 496.4 0.725 1.37 -0.645

Crushed
3 500 486.1 2.859 1.37 1.489
Sand
4 River Sand 500 486.2 2.838 1.30 1.538

Adjusted Weight after Moisture Correction in kg

Sr. No M-35 M-35 M-50
Type of material M-15 M-25 M-30 M-35 RCC M-35 PILE
GIRDER RE WALL
M-40 RCC
PSC
1 Cement 250 350 370 380 400 390 385 390 440
2 Microsilica 31
3 Fly Ash 0 0 0 0 0 0 0 0 0
4 Water 120.0 145.9 150.8 155.1 151.5 147.5 145.6 147.6 141.6
5 20mm 739.8 685.1 674.4 667.4 697.1 704.1 668.9 671.1 677.9
6 10mm 558.0 516.7 508.7 503.4 464.5 469.2 510.7 506.2 451.7
7 Crushed Sand 574.8 532.4 524.1 518.6 395.4 399.5 400.9 521.5 384.5
8 River Sand 309.4 286.5 282.1 279.1 395.6 399.7 401.1 280.7 384.7
9 Admixture 1.70 2.45 2.59 2.66 3.20 3.10 2.31 3.12 6.12
Contractor Represantative Authoriy Engineer's Represantive
Construction of 4 Laning of Indore To Raghav Garh Section of NH-59 (Indore-Harda
Project package-1 Stretch) from MR-10 Junction on NH-3 Bypass Ch.-0.250 to Raghav Garh
26.903(Design Length = 26.653 KM) under Bharatmala Pariyojana A Phase-I (Economic
Corridor) in the State of Madhya Pradesh on EPC Mode.

Client National Highway Authority Of India

Authority Engineer M/s L N Malviya Infra Projects Pvt. Ltd. In Association with ICSC
EPC Contractor M/s P. D. Agrawal Infrastucture Ltd.

MOISTURE CORRECTION

Date 9/4/2024 Temprature 30.1⁰ C Humidity 34%

Total Moisture content in Aggregate %
Type of Water Absorption Free Water
Sr. No Wt. of Wet Wt. of Dry Moisture Content (%) content (%)
material
Aggregate Aggregate (%)

1 20 mm 500 496.4 0.725 1.37 -0.645

2 10 mm 500 496.5 0.705 1.37 -0.665

Crushed
3 500 485.8 2.923 1.37 1.553
Sand
4 River Sand 500 486.3 2.817 1.30 1.517

Adjusted Weight after Moisture Correction in kg

Sr. No M-35 M-35 M-50
Type of material M-15 M-25 M-30 M-35 RCC M-35 PILE
GIRDER RE WALL
M-40 RCC
PSC
1 Cement 250 350 370 380 400 390 385 390 440
2 Microsilica 31
3 Fly Ash 0 0 0 0 0 0 0 0 0
4 Water 120.1 146.0 150.9 155.2 151.7 147.7 145.8 147.7 141.8
5 20mm 739.5 684.9 674.1 667.2 696.8 703.8 668.7 670.8 677.6
6 10mm 557.9 516.6 508.6 503.3 464.4 469.1 510.6 506.1 451.6
7 Crushed Sand 575.2 532.7 524.4 518.9 395.7 399.7 401.1 521.8 384.8
8 River Sand 309.3 286.5 282.0 279.1 395.5 399.6 401.0 280.6 384.6
9 Admixture 1.70 2.45 2.59 2.66 3.20 3.10 2.31 3.12 6.12
Contractor Represantative Authoriy Engineer's Represantive
Construction of 4 Laning of Indore To Raghav Garh Section of NH-59 (Indore-Harda
Project package-1 Stretch) from MR-10 Junction on NH-3 Bypass Ch.-0.250 to Raghav Garh
26.903(Design Length = 26.653 KM) under Bharatmala Pariyojana A Phase-I (Economic
Corridor) in the State of Madhya Pradesh on EPC Mode.

Client National Highway Authority Of India

Authority Engineer M/s L N Malviya Infra Projects Pvt. Ltd. In Association with ICSC
EPC Contractor M/s P. D. Agrawal Infrastucture Ltd.

MOISTURE CORRECTION

Date 8/4/2024 Temprature 30.0⁰ C Humidity 35%

Total Moisture content in Aggregate %
Type of Water Absorption Free Water
Sr. No Wt. of Wet Wt. of Dry Moisture Content (%) content (%)
material
Aggregate Aggregate (%)

1 20 mm 500 496.6 0.685 1.37 -0.685

2 10 mm 500 496.5 0.705 1.37 -0.665

Crushed
3 500 485.5 2.987 1.37 1.617
Sand
4 River Sand 500 485.1 3.072 1.30 1.772

Adjusted Weight after Moisture Correction in kg

Sr. No M-35 M-35 M-50
Type of material M-15 M-25 M-30 M-35 RCC M-35 PILE
GIRDER RE WALL
M-40 RCC
PSC
1 Cement 250 350 370 380 400 390 385 390 440
2 Microsilica 31
3 Fly Ash 0 0 0 0 0 0 0 0 0
4 Water 119.3 145.2 150.2 154.4 150.7 146.8 144.8 146.9 140.9
5 20mm 739.2 684.6 673.8 666.9 696.5 703.5 668.4 670.6 677.3
6 10mm 557.9 516.6 508.6 503.3 464.4 469.1 510.6 506.1 451.6
7 Crushed Sand 575.6 533.1 524.7 519.3 395.9 400.0 401.4 522.1 385.0
8 River Sand 310.1 287.2 282.7 279.8 396.5 400.6 402.0 281.3 385.6
9 Admixture 1.70 2.45 2.59 2.66 3.20 3.10 2.31 3.12 6.12
Contractor Represantative Authoriy Engineer's Represantive
Construction of 4 Laning of Indore To Raghav Garh Section of NH-59 (Indore-Harda
Project package-1 Stretch) from MR-10 Junction on NH-3 Bypass Ch.-0.250 to Raghav Garh
26.903(Design Length = 26.653 KM) under Bharatmala Pariyojana A Phase-I (Economic
Corridor) in the State of Madhya Pradesh on EPC Mode.

Client National Highway Authority Of India

Authority Engineer M/s L N Malviya Infra Projects Pvt. Ltd. In Association with ICSC
EPC Contractor M/s P. D. Agrawal Infrastucture Ltd.

MOISTURE CORRECTION

Date 7/4/2024 Temprature 30.2⁰ C Humidity 33%

Total Moisture content in Aggregate %
Type of Water Absorption Free Water
Sr. No Wt. of Wet Wt. of Dry Moisture Content (%) content (%)
material
Aggregate Aggregate (%)

1 20 mm 500 496.6 0.685 1.37 -0.685

2 10 mm 500 496.0 0.806 1.37 -0.564

Crushed
3 500 485.1 3.072 1.37 1.702
Sand
4 River Sand 500 485.0 3.093 1.30 1.793

Adjusted Weight after Moisture Correction in kg

Sr. No M-35 M-35 M-50
Type of material M-15 M-25 M-30 M-35 RCC M-35 PILE
GIRDER RE WALL
M-40 RCC
PSC
1 Cement 250 350 370 380 400 390 385 390 440
2 Microsilica 31
3 Fly Ash 0 0 0 0 0 0 0 0 0
4 Water 118.2 144.2 149.2 153.4 149.8 145.9 143.9 145.9 140.0
5 20mm 739.2 684.6 673.8 666.9 696.5 703.5 668.4 670.6 677.3
6 10mm 558.4 517.2 509.1 503.8 464.9 469.5 511.1 506.6 452.0
7 Crushed Sand 576.0 533.5 525.2 519.7 396.2 400.3 401.7 522.5 385.3
8 River Sand 310.2 287.3 282.8 279.8 396.6 400.7 402.1 281.4 385.7
9 Admixture 1.70 2.45 2.59 2.66 3.20 3.10 2.31 3.12 6.12
Contractor Represantative Authoriy Engineer's Represantive
Construction of 4 Laning of Indore To Raghav Garh Section of NH-59 (Indore-Harda
Project package-1 Stretch) from MR-10 Junction on NH-3 Bypass Ch.-0.250 to Raghav Garh
26.903(Design Length = 26.653 KM) under Bharatmala Pariyojana A Phase-I (Economic
Corridor) in the State of Madhya Pradesh on EPC Mode.

Client National Highway Authority Of India

Authority Engineer M/s L N Malviya Infra Projects Pvt. Ltd. In Association with ICSC
EPC Contractor M/s P. D. Agrawal Infrastucture Ltd.

MOISTURE CORRECTION

Date 5/4/2024 Temprature 30.1⁰ C Humidity 33%

Total Moisture content in Aggregate %
Type of Water Absorption Free Water
Sr. No Wt. of Wet Wt. of Dry Moisture Content (%) content (%)
material
Aggregate Aggregate (%)

1 20 mm 500 496.4 0.725 1.37 -0.645

2 10 mm 500 496.1 0.786 1.37 -0.584

Crushed
3 500 485.5 2.987 1.37 1.617
Sand
4 River Sand 500 485.0 3.093 1.30 1.793

Adjusted Weight after Moisture Correction in kg

Sr. No M-35 M-35 M-50
Type of material M-15 M-25 M-30 M-35 RCC M-35 PILE
GIRDER RE WALL
M-40 RCC
PSC
1 Cement 250 350 370 380 400 390 385 390 440
2 Microsilica 31
3 Fly Ash 0 0 0 0 0 0 0 0 0
4 Water 118.5 144.4 149.4 153.7 150.0 146.0 144.1 146.2 140.1
5 20mm 739.5 684.9 674.1 667.2 696.8 703.8 668.7 670.8 677.6
6 10mm 558.3 517.1 509.0 503.7 464.8 469.4 511.0 506.5 451.9
7 Crushed Sand 575.6 533.1 524.7 519.3 395.9 400.0 401.4 522.1 385.0
8 River Sand 310.2 287.3 282.8 279.8 396.6 400.7 402.1 281.4 385.7
9 Admixture 1.70 2.45 2.59 2.66 3.20 3.10 2.31 3.12 6.12
Contractor Represantative Authoriy Engineer's Represantive
Construction of 4 Laning of Indore To Raghav Garh Section of NH-59 (Indore-Harda
Project package-1 Stretch) from MR-10 Junction on NH-3 Bypass Ch.-0.250 to Raghav Garh
26.903(Design Length = 26.653 KM) under Bharatmala Pariyojana A Phase-I (Economic
Corridor) in the State of Madhya Pradesh on EPC Mode.

Client National Highway Authority Of India

Authority Engineer M/s L N Malviya Infra Projects Pvt. Ltd. In Association with ICSC
EPC Contractor M/s P. D. Agrawal Infrastucture Ltd.

MOISTURE CORRECTION

Date 6/4/2024 Temprature 30.2⁰ C Humidity 33%

Total Moisture content in Aggregate %
Type of Water Absorption Free Water
Sr. No Wt. of Wet Wt. of Dry Moisture Content (%) content (%)
material
Aggregate Aggregate (%)

1 20 mm 500 496.2 0.766 1.37 -0.604

2 10 mm 500 496.4 0.725 1.37 -0.645

Crushed
3 500 485.2 3.050 1.37 1.680
Sand
4 River Sand 500 486.3 2.817 1.30 1.517

Adjusted Weight after Moisture Correction in kg

Sr. No M-35 M-35 M-50
Type of material M-15 M-25 M-30 M-35 RCC M-35 PILE
GIRDER RE WALL
M-40 RCC
PSC
1 Cement 250 350 370 380 400 390 385 390 440
2 Microsilica 31
3 Fly Ash 0 0 0 0 0 0 0 0 0
4 Water 119.0 144.9 149.9 154.2 150.8 146.8 145.0 146.6 140.9
5 20mm 739.8 685.1 674.4 667.4 697.1 704.1 668.9 671.1 677.9
6 10mm 558.0 516.7 508.7 503.4 464.5 469.2 510.7 506.2 451.7
7 Crushed Sand 575.9 533.4 525.1 519.6 396.1 400.2 401.6 522.4 385.3
8 River Sand 309.3 286.5 282.0 279.1 395.5 399.6 401.0 280.6 384.6
9 Admixture 1.70 2.45 2.59 2.66 3.20 3.10 2.31 3.12 6.12
Contractor Represantative Authoriy Engineer's Represantive
Construction of 4 Laning of Indore To Raghav Garh Section of NH-59 (Indore-Harda
Project package-1 Stretch) from MR-10 Junction on NH-3 Bypass Ch.-0.250 to Raghav Garh
26.903(Design Length = 26.653 KM) under Bharatmala Pariyojana A Phase-I (Economic
Corridor) in the State of Madhya Pradesh on EPC Mode.

Client National Highway Authority Of India

Authority Engineer M/s L N Malviya Infra Projects Pvt. Ltd. In Association with ICSC
EPC Contractor M/s P. D. Agrawal Infrastucture Ltd.

MOISTURE CORRECTION

Date 4/4/2024 Temprature 30.1⁰ C Humidity 33%

Total Moisture content in Aggregate %
Type of Water Absorption Free Water
Sr. No Wt. of Wet Wt. of Dry Moisture Content (%) content (%)
material
Aggregate Aggregate (%)

1 20 mm 500 496.4 0.725 1.37 -0.645

2 10 mm 500 496.1 0.786 1.37 -0.584

Crushed
3 500 485.5 2.987 1.37 1.617
Sand
4 River Sand 500 485.0 3.093 1.30 1.793

Adjusted Weight after Moisture Correction in kg

Sr. No M-35 M-35 M-50
Type of material M-15 M-25 M-30 M-35 RCC M-35 PILE
GIRDER RE WALL
M-40 RCC
PSC
1 Cement 250 350 370 380 400 390 385 390 440
2 Microsilica 31
3 Fly Ash 0 0 0 0 0 0 0 0 0
4 Water 118.5 144.4 149.4 153.7 150.0 146.0 144.1 146.2 140.1
5 20mm 739.5 684.9 674.1 667.2 696.8 703.8 668.7 670.8 677.6
6 10mm 558.3 517.1 509.0 503.7 464.8 469.4 511.0 506.5 451.9
7 Crushed Sand 575.6 533.1 524.7 519.3 395.9 400.0 401.4 522.1 385.0
8 River Sand 310.2 287.3 282.8 279.8 396.6 400.7 402.1 281.4 385.7
9 Admixture 1.70 2.45 2.59 2.66 3.20 3.10 2.31 3.12 6.12
Contractor Represantative Authoriy Engineer's Represantive
Construction of 4 Laning of Indore To Raghav Garh Section of NH-59 (Indore-Harda
Project package-1 Stretch) from MR-10 Junction on NH-3 Bypass Ch.-0.250 to Raghav Garh
26.903(Design Length = 26.653 KM) under Bharatmala Pariyojana A Phase-I (Economic
Corridor) in the State of Madhya Pradesh on EPC Mode.

Client National Highway Authority Of India

Authority Engineer M/s L N Malviya Infra Projects Pvt. Ltd. In Association with ICSC
EPC Contractor M/s P. D. Agrawal Infrastucture Ltd.

MOISTURE CORRECTION

Date 3/4/2024 Temprature 29.6⁰ C Humidity 32%

Total Moisture content in Aggregate %
Type of Water Absorption Free Water
Sr. No Wt. of Wet Wt. of Dry Moisture Content (%) content (%)
material
Aggregate Aggregate (%)

1 20 mm 500 496.5 0.705 1.37 -0.665

2 10 mm 500 496.7 0.664 1.37 -0.706

Crushed
3 500 484.7 3.157 1.37 1.787
Sand
4 River Sand 500 485.5 2.987 1.30 1.687

Adjusted Weight after Moisture Correction in kg

Sr. No M-35 M-35 M-50
Type of material M-15 M-25 M-30 M-35 RCC M-35 PILE
GIRDER RE WALL
M-40 RCC
PSC
1 Cement 250 350 370 380 400 390 385 390 440
2 Microsilica 31
3 Fly Ash 0 0 0 0 0 0 0 0 0
4 Water 118.7 144.6 149.6 153.9 150.4 146.5 144.6 146.3 140.6
5 20mm 739.3 684.7 674.0 667.0 696.6 703.7 668.5 670.7 677.5
6 10mm 557.6 516.4 508.4 503.1 464.2 468.9 510.4 505.9 451.4
7 Crushed Sand 576.5 534.0 525.6 520.1 396.6 400.6 402.1 523.0 385.7
8 River Sand 309.8 287.0 282.5 279.5 396.2 400.2 401.7 281.1 385.3
9 Admixture 1.70 2.45 2.59 2.66 3.20 3.10 2.31 3.12 6.12
Contractor Represantative Authoriy Engineer's Represantive
Construction of 4 Laning of Indore To Raghav Garh Section of NH-59 (Indore-Harda
Project package-1 Stretch) from MR-10 Junction on NH-3 Bypass Ch.-0.250 to Raghav Garh
26.903(Design Length = 26.653 KM) under Bharatmala Pariyojana A Phase-I (Economic
Corridor) in the State of Madhya Pradesh on EPC Mode.

Client National Highway Authority Of India

Authority Engineer M/s L N Malviya Infra Projects Pvt. Ltd. In Association with ICSC
EPC Contractor M/s P. D. Agrawal Infrastucture Ltd.

MOISTURE CORRECTION

Date 3/4/2024 Temprature 30.1⁰ C Humidity 34%

Total Moisture content in Aggregate %
Type of Water Absorption Free Water
Sr. No Wt. of Wet Wt. of Dry Moisture Content (%) content (%)
material
Aggregate Aggregate (%)

1 20 mm 500 496.1 0.786 1.37 -0.584

2 10 mm 500 496.7 0.664 1.37 -0.706

Crushed
3 500 484.6 3.178 1.37 1.808
Sand
4 River Sand 500 485.8 2.923 1.30 1.623

Adjusted Weight after Moisture Correction in kg

Sr. No M-35 M-35 M-50
Type of material M-15 M-25 M-30 M-35 RCC M-35 PILE
GIRDER RE WALL
M-40 RCC
PSC
1 Cement 250 350 370 380 400 390 385 390 440
2 Microsilica 31
3 Fly Ash 0 0 0 0 0 0 0 0 0
4 Water 118.1 144.1 149.1 153.4 150.0 146.1 144.2 145.9 140.2
5 20mm 740.0 685.3 674.5 667.6 697.2 704.3 669.1 671.3 678.0
6 10mm 557.6 516.4 508.4 503.1 464.2 468.9 510.4 505.9 451.4
7 Crushed Sand 576.6 534.1 525.7 520.2 396.6 400.7 402.1 523.1 385.8
8 River Sand 309.6 286.8 282.3 279.4 395.9 400.0 401.4 280.9 385.0
9 Admixture 1.70 2.45 2.59 2.66 3.20 3.10 2.31 3.12 6.12
Contractor Represantative Authoriy Engineer's Represantive
Construction of 4 Laning of Indore To Raghav Garh Section of NH-59 (Indore-Harda
Project package-1 Stretch) from MR-10 Junction on NH-3 Bypass Ch.-0.250 to Raghav Garh
26.903(Design Length = 26.653 KM) under Bharatmala Pariyojana A Phase-I (Economic
Corridor) in the State of Madhya Pradesh on EPC Mode.

Client National Highway Authority Of India

Authority Engineer M/s L N Malviya Infra Projects Pvt. Ltd. In Association with ICSC
EPC Contractor M/s P. D. Agrawal Infrastucture Ltd.

MOISTURE CORRECTION

Date 2/4/2024 Temprature 29.4⁰ C Humidity 33%

Total Moisture content in Aggregate %
Type of Water Absorption Free Water
Sr. No Wt. of Wet Wt. of Dry Moisture Content (%) content (%)
material
Aggregate Aggregate (%)

1 20 mm 500 496.1 0.786 1.37 -0.584

2 10 mm 500 496.5 0.705 1.37 -0.665

Crushed
3 500 484.6 3.178 1.37 1.808
Sand
4 River Sand 500 485.5 2.987 1.30 1.687

Adjusted Weight after Moisture Correction in kg

Sr. No M-35 M-35 M-50
Type of material M-15 M-25 M-30 M-35 RCC M-35 PILE
GIRDER RE WALL
M-40 RCC
PSC
1 Cement 250 350 370 380 400 390 385 390 440
2 Microsilica 31
3 Fly Ash 0 0 0 0 0 0 0 0 0
4 Water 117.7 143.7 148.7 153.0 149.6 145.6 143.7 145.5 139.8
5 20mm 740.0 685.3 674.5 667.6 697.2 704.3 669.1 671.3 678.0
6 10mm 557.9 516.6 508.6 503.3 464.4 469.1 510.6 506.1 451.6
7 Crushed Sand 576.6 534.1 525.7 520.2 396.6 400.7 402.1 523.1 385.8
8 River Sand 309.8 287.0 282.5 279.5 396.2 400.2 401.7 281.1 385.3
9 Admixture 1.70 2.45 2.59 2.66 3.20 3.10 2.31 3.12 6.12
Contractor Represantative Authoriy Engineer's Represantive
Construction of 4 Laning of Indore To Raghav Garh Section of NH-59 (Indore-Harda
Project package-1 Stretch) from MR-10 Junction on NH-3 Bypass Ch.-0.250 to Raghav Garh
26.903(Design Length = 26.653 KM) under Bharatmala Pariyojana A Phase-I (Economic
Corridor) in the State of Madhya Pradesh on EPC Mode.

Client National Highway Authority Of India

Authority Engineer M/s L N Malviya Infra Projects Pvt. Ltd. In Association with ICSC
EPC Contractor M/s P. D. Agrawal Infrastucture Ltd.

MOISTURE CORRECTION

Date 1/4/2024 Temprature 29.22⁰ C Humidity 32%

Total Moisture content in Aggregate %
Type of Water Absorption Free Water
Sr. No Wt. of Wet Wt. of Dry Moisture Content (%) content (%)
material
Aggregate Aggregate (%)

1 20 mm 500 496.0 0.806 1.37 -0.564

2 10 mm 500 496.5 0.705 1.37 -0.665

Crushed
3 500 484.5 3.199 1.37 1.829
Sand
4 River Sand 500 485.6 2.965 1.30 1.665

Adjusted Weight after Moisture Correction in kg

Sr. No M-35 M-35 M-50
Type of material M-15 M-25 M-30 M-35 RCC M-35 PILE
GIRDER RE WALL
M-40 RCC
PSC
1 Cement 250 350 370 380 400 390 385 390 440
2 Microsilica 31
3 Fly Ash 0 0 0 0 0 0 0 0 0
4 Water 117.5 143.5 148.6 152.8 149.4 145.5 143.6 145.3 139.6
5 20mm 740.1 685.4 674.7 667.7 697.3 704.4 669.2 671.4 678.2
6 10mm 557.9 516.6 508.6 503.3 464.4 469.1 510.6 506.1 451.6
7 Crushed Sand 576.8 534.2 525.8 520.3 396.7 400.8 402.2 523.2 385.8
8 River Sand 309.8 286.9 282.4 279.5 396.1 400.2 401.6 281.0 385.2
9 Admixture 1.70 2.45 2.59 2.66 3.20 3.10 2.31 3.12 6.12
Contractor Represantative Authoriy Engineer's Represantive
Construction of 4 Laning of Indore To Raghav Garh Section of NH-59 (Indore-Harda
Project package-1 Stretch) from MR-10 Junction on NH-3 Bypass Ch.-0.250 to Raghav Garh
26.903(Design Length = 26.653 KM) under Bharatmala Pariyojana A Phase-I (Economic
Corridor) in the State of Madhya Pradesh on EPC Mode.

Client National Highway Authority Of India

Authority Engineer M/s L N Malviya Infra Projects Pvt. Ltd. In Association with ICSC
EPC Contractor M/s P. D. Agrawal Infrastucture Ltd.

MOISTURE CORRECTION

Date 31/3/2024 Temprature 29.8 ⁰ C Humidity 34%

Total Moisture content in Aggregate %
Type of Water Absorption Free Water
Sr. No Wt. of Wet Wt. of Dry Moisture Content (%) content (%)
material
Aggregate Aggregate (%)

1 20 mm 500 496.5 0.705 1.37 -0.665

2 10 mm 500 496.0 0.806 1.37 -0.564

Crushed
3 500 484.5 3.199 1.37 1.829
Sand
4 River Sand 500 485.8 2.923 1.30 1.623

Adjusted Weight after Moisture Correction in kg

Sr. No M-35 M-35 M-50
Type of material M-15 M-25 M-30 M-35 RCC M-35 PILE
GIRDER RE WALL
M-40 RCC
PSC
1 Cement 250 350 370 380 400 390 385 390 440
2 Microsilica 31
3 Fly Ash 0 0 0 0 0 0 0 0 0
4 Water 117.8 143.8 148.8 153.1 149.8 145.9 143.9 145.6 140.0
5 20mm 739.3 684.7 674.0 667.0 696.6 703.7 668.5 670.7 677.5
6 10mm 558.4 517.2 509.1 503.8 464.9 469.5 511.1 506.6 452.0
7 Crushed Sand 576.8 534.2 525.8 520.3 396.7 400.8 402.2 523.2 385.8
8 River Sand 309.6 286.8 282.3 279.4 395.9 400.0 401.4 280.9 385.0
9 Admixture 1.70 2.45 2.59 2.66 3.20 3.10 2.31 3.12 6.12
Contractor Represantative Authoriy Engineer's Represantive
Construction of 4 Laning of Indore To Raghav Garh Section of NH-59 (Indore-Harda
Project package-1 Stretch) from MR-10 Junction on NH-3 Bypass Ch.-0.250 to Raghav Garh
26.903(Design Length = 26.653 KM) under Bharatmala Pariyojana A Phase-I (Economic
Corridor) in the State of Madhya Pradesh on EPC Mode.

Client National Highway Authority Of India

Authority Engineer M/s L N Malviya Infra Projects Pvt. Ltd. In Association with ICSC
EPC Contractor M/s P. D. Agrawal Infrastucture Ltd.

MOISTURE CORRECTION

Date 29/3/2024 Temprature 31.8 ⁰ C Humidity 33%

Total Moisture content in Aggregate %
Type of Water Absorption Free Water
Sr. No Wt. of Wet Wt. of Dry Moisture Content (%) content (%)
material
Aggregate Aggregate (%)

1 20 mm 500 496.5 0.705 1.37 -0.665

2 10 mm 500 496.0 0.806 1.37 -0.564

Crushed
3 500 484.0 3.306 1.37 1.936
Sand
4 River Sand 500 485.6 2.965 1.30 1.665

Adjusted Weight after Moisture Correction in kg

Sr. No M-35 M-35 M-50
Type of material M-15 M-25 M-30 M-35 RCC M-35 PILE
GIRDER RE WALL
M-40 RCC
PSC
1 Cement 250 350 370 380 400 390 385 390 440
2 Microsilica 31
3 Fly Ash 0 0 0 0 0 0 0 0 0
4 Water 117.1 143.2 148.2 152.5 149.3 145.3 143.3 144.9 139.5
5 20mm 739.3 684.7 674.0 667.0 696.6 703.7 668.5 670.7 677.5
6 10mm 558.4 517.2 509.1 503.8 464.9 469.5 511.1 506.6 452.0
7 Crushed Sand 577.4 534.8 526.4 520.9 397.1 401.2 402.6 523.7 386.2
8 River Sand 309.8 286.9 282.4 279.5 396.1 400.2 401.6 281.0 385.2
9 Admixture 1.70 2.45 2.59 2.66 3.20 3.10 2.31 3.12 6.12
Contractor Represantative Authoriy Engineer's Represantive
Construction of 4 Laning of Indore To Raghav Garh Section of NH-59 (Indore-Harda
Project package-1 Stretch) from MR-10 Junction on NH-3 Bypass Ch.-0.250 to Raghav Garh
26.903(Design Length = 26.653 KM) under Bharatmala Pariyojana A Phase-I (Economic
Corridor) in the State of Madhya Pradesh on EPC Mode.

Client National Highway Authority Of India

Authority Engineer M/s L N Malviya Infra Projects Pvt. Ltd. In Association with ICSC
EPC Contractor M/s P. D. Agrawal Infrastucture Ltd.

MOISTURE CORRECTION

Date 28/3/2024 Temprature 32.2 ⁰ C Humidity 32%

Total Moisture content in Aggregate %
Type of Water Absorption Free Water
Sr. No Wt. of Wet Wt. of Dry Moisture Content (%) content (%)
material
Aggregate Aggregate (%)

1 20 mm 500 496.5 0.705 1.37 -0.665

2 10 mm 500 495.9 0.827 1.37 -0.543

Crushed
3 500 484.5 3.199 1.37 1.829
Sand
4 River Sand 500 485.6 2.965 1.30 1.665

Adjusted Weight after Moisture Correction in kg

Sr. No M-35 M-35 M-50
Type of material M-15 M-25 M-30 M-35 RCC M-35 PILE
GIRDER RE WALL
M-40 RCC
PSC
1 Cement 250 350 370 380 400 390 385 390 440
2 Microsilica 31
3 Fly Ash 0 0 0 0 0 0 0 0 0
4 Water 117.6 143.6 148.6 152.9 149.6 145.6 143.7 145.4 139.8
5 20mm 739.3 684.7 674.0 667.0 696.6 703.7 668.5 670.7 677.5
6 10mm 558.5 517.3 509.2 503.9 465.0 469.6 511.2 506.7 452.1
7 Crushed Sand 576.8 534.2 525.8 520.3 396.7 400.8 402.2 523.2 385.8
8 River Sand 309.8 286.9 282.4 279.5 396.1 400.2 401.6 281.0 385.2
9 Admixture 1.70 2.45 2.59 2.66 3.20 3.10 2.31 3.12 6.12
Contractor Represantative Authoriy Engineer's Represantive
Construction of 4 Laning of Indore To Raghav Garh Section of NH-59 (Indore-Harda
Project package-1 Stretch) from MR-10 Junction on NH-3 Bypass Ch.-0.250 to Raghav Garh
26.903(Design Length = 26.653 KM) under Bharatmala Pariyojana A Phase-I (Economic
Corridor) in the State of Madhya Pradesh on EPC Mode.

Client National Highway Authority Of India

Authority Engineer M/s L N Malviya Infra Projects Pvt. Ltd. In Association with ICSC
EPC Contractor M/s P. D. Agrawal Infrastucture Ltd.

MOISTURE CORRECTION

Date 26/3/2024 Temprature 31.8 ⁰ C Humidity 31%

Total Moisture content in Aggregate %
Type of Water Absorption Free Water
Sr. No Wt. of Wet Wt. of Dry Moisture Content (%) content (%)
material
Aggregate Aggregate (%)

1 20 mm 500 497.2 0.563 1.37 -0.807

2 10 mm 500 495.9 0.827 1.37 -0.543

Crushed
3 500 486.3 2.817 1.37 1.447
Sand
4 River Sand 500 485.6 2.965 1.30 1.665

Adjusted Weight after Moisture Correction in kg

Sr. No M-35 M-35 M-50
Type of material M-15 M-25 M-30 M-35 RCC M-35 PILE
GIRDER RE WALL
M-40 RCC
PSC
1 Cement 250 350 370 380 400 390 385 390 440
2 Microsilica 31
3 Fly Ash 0 0 0 0 0 0 0 0 0
4 Water 120.8 146.6 151.6 155.8 152.1 148.1 146.1 148.3 142.2
5 20mm 738.3 683.7 673.0 666.1 695.6 702.7 667.6 669.8 676.5
6 10mm 558.5 517.3 509.2 503.9 465.0 469.6 511.2 506.7 452.1
7 Crushed Sand 574.6 532.2 523.9 518.4 395.2 399.3 400.7 521.2 384.4
8 River Sand 309.8 286.9 282.4 279.5 396.1 400.2 401.6 281.0 385.2
9 Admixture 1.70 2.45 2.59 2.66 3.20 3.10 2.31 3.12 6.12
Contractor Represantative Authoriy Engineer's Represantive
Construction of 4 Laning of Indore To Raghav Garh Section of NH-59 (Indore-Harda
Project package-1 Stretch) from MR-10 Junction on NH-3 Bypass Ch.-0.250 to Raghav Garh
26.903(Design Length = 26.653 KM) under Bharatmala Pariyojana A Phase-I (Economic
Corridor) in the State of Madhya Pradesh on EPC Mode.

Client National Highway Authority Of India

Authority Engineer M/s L N Malviya Infra Projects Pvt. Ltd. In Association with ICSC
EPC Contractor M/s P. D. Agrawal Infrastucture Ltd.

MOISTURE CORRECTION

Date 23/3/2024 Temprature 25.6 ⁰ C Humidity 34%

Total Moisture content in Aggregate %
Type of Water Absorption Free Water
Sr. No Wt. of Wet Wt. of Dry Moisture Content (%) content (%)
material
Aggregate Aggregate (%)

1 20 mm 500 496.2 0.766 1.37 -0.604

2 10 mm 500 495.6 0.888 1.37 -0.482

Crushed
3 500 485.3 3.029 1.37 1.659
Sand
4 River Sand 500 484.8 3.135 1.30 1.835

Adjusted Weight after Moisture Correction in kg

Sr. No M-35 M-35 M-50
Type of material M-15 M-25 M-30 M-35 RCC M-35 PILE
GIRDER RE WALL
M-40 RCC
PSC
1 Cement 250 350 370 380 400 390 385 390 440
2 Microsilica 31
3 Fly Ash 0 0 0 0 0 0 0 0 0
4 Water 117.2 143.3 148.3 152.6 148.9 144.9 142.9 145.0 139.1
5 20mm 739.8 685.1 674.4 667.4 697.1 704.1 668.9 671.1 677.9
6 10mm 558.9 517.6 509.5 504.3 465.2 469.9 511.5 507.0 452.4
7 Crushed Sand 575.8 533.3 525.0 519.5 396.1 400.1 401.6 522.3 385.2
8 River Sand 310.3 287.4 282.9 279.9 396.8 400.8 402.2 281.5 385.9
9 Admixture 1.70 2.45 2.59 2.66 3.20 3.10 2.31 3.12 6.12
Contractor Represantative Authoriy Engineer's Represantive
Construction of 4 Laning of Indore To Raghav Garh Section of NH-59 (Indore-Harda
Project package-1 Stretch) from MR-10 Junction on NH-3 Bypass Ch.-0.250 to Raghav Garh
26.903(Design Length = 26.653 KM) under Bharatmala Pariyojana A Phase-I (Economic
Corridor) in the State of Madhya Pradesh on EPC Mode.

Client National Highway Authority Of India

Authority Engineer M/s L N Malviya Infra Projects Pvt. Ltd. In Association with ICSC
EPC Contractor M/s P. D. Agrawal Infrastucture Ltd.

MOISTURE CORRECTION

Date 22/3/2024 Temprature 25.8 ⁰ C Humidity 33%

Total Moisture content in Aggregate %
Type of Water Absorption Free Water
Sr. No Wt. of Wet Wt. of Dry Moisture Content (%) content (%)
material
Aggregate Aggregate (%)

1 20 mm 500 496.0 0.806 1.37 -0.564

2 10 mm 500 495.7 0.867 1.37 -0.503

Crushed
3 500 485.2 3.050 1.37 1.680
Sand
4 River Sand 500 484.6 3.178 1.30 1.878

Adjusted Weight after Moisture Correction in kg

Sr. No M-35 M-35 M-50
Type of material M-15 M-25 M-30 M-35 RCC M-35 PILE
GIRDER RE WALL
M-40 RCC
PSC
1 Cement 250 350 370 380 400 390 385 390 440
2 Microsilica 31
3 Fly Ash 0 0 0 0 0 0 0 0 0
4 Water 116.8 142.9 147.9 152.2 148.4 144.5 142.5 144.6 138.6
5 20mm 740.1 685.4 674.7 667.7 697.3 704.4 669.2 671.4 678.2
6 10mm 558.8 517.5 509.4 504.2 465.2 469.8 511.4 506.9 452.3
7 Crushed Sand 575.9 533.4 525.1 519.6 396.1 400.2 401.6 522.4 385.3
8 River Sand 310.4 287.5 283.0 280.1 396.9 401.0 402.4 281.6 386.0
9 Admixture 1.70 2.45 2.59 2.66 3.20 3.10 2.31 3.12 6.12
Contractor Represantative Authoriy Engineer's Represantive
Construction of 4 Laning of Indore To Raghav Garh Section of NH-59 (Indore-Harda
Project package-1 Stretch) from MR-10 Junction on NH-3 Bypass Ch.-0.250 to Raghav Garh
26.903(Design Length = 26.653 KM) under Bharatmala Pariyojana A Phase-I (Economic
Corridor) in the State of Madhya Pradesh on EPC Mode.

Client National Highway Authority Of India

Authority Engineer M/s L N Malviya Infra Projects Pvt. Ltd. In Association with ICSC
EPC Contractor M/s P. D. Agrawal Infrastucture Ltd.

MOISTURE CORRECTION

Date 21/3/2024 Temprature 25.8 ⁰ C Humidity 33%

Total Moisture content in Aggregate %
Type of Water Absorption Free Water
Sr. No Wt. of Wet Wt. of Dry Moisture Content (%) content (%)
material
Aggregate Aggregate (%)

1 20 mm 500 495.2 0.969 1.37 -0.401

2 10 mm 500 495.6 0.888 1.37 -0.482

Crushed
3 500 483.5 3.413 1.37 2.043
Sand
4 River Sand 500 481.0 3.950 1.30 2.650

Adjusted Weight after Moisture Correction in kg

Sr. No M-35 M-35 M-50
Type of material M-15 M-25 M-30 M-35 RCC M-35 PILE
GIRDER RE WALL
M-40 RCC
PSC
1 Cement 250 350 370 380 400 390 385 390 440
2 Microsilica 31
3 Fly Ash 0 0 0 0 0 0 0 0 0
4 Water 111.0 137.6 142.7 147.0 142.8 138.7 136.8 139.4 133.1
5 20mm 741.3 686.5 675.8 668.8 698.5 705.6 670.3 672.5 679.3
6 10mm 558.9 517.6 509.5 504.3 465.2 469.9 511.5 507.0 452.4
7 Crushed Sand 578.0 535.3 526.9 521.4 397.6 401.6 403.1 524.3 386.6
8 River Sand 312.8 289.7 285.2 282.2 399.9 404.0 405.5 283.7 388.9
9 Admixture 1.70 2.45 2.59 2.66 3.20 3.10 2.31 3.12 6.12
Contractor Represantative Authoriy Engineer's Represantive
Construction of 4 Laning of Indore To Raghav Garh Section of NH-59 (Indore-Harda
Project package-1 Stretch) from MR-10 Junction on NH-3 Bypass Ch.-0.250 to Raghav Garh
26.903(Design Length = 26.653 KM) under Bharatmala Pariyojana A Phase-I (Economic
Corridor) in the State of Madhya Pradesh on EPC Mode.

Client National Highway Authority Of India

Authority Engineer M/s L N Malviya Infra Projects Pvt. Ltd. In Association with ICSC
EPC Contractor M/s P. D. Agrawal Infrastucture Ltd.

MOISTURE CORRECTION

Date 20/3/2024 Temprature 25.7 ⁰ C Humidity 34%

Total Moisture content in Aggregate %
Type of Water Absorption Free Water
Sr. No Wt. of Wet Wt. of Dry Moisture Content (%) content (%)
material
Aggregate Aggregate (%)

1 20 mm 500 495.7 0.867 1.37 -0.503

2 10 mm 500 495.6 0.888 1.37 -0.482

Crushed
3 500 483.4 3.434 1.37 2.064
Sand
4 River Sand 500 481.5 3.842 1.30 2.542

Adjusted Weight after Moisture Correction in kg

Sr. No M-35 M-35 M-50
Type of material M-15 M-25 M-30 M-35 RCC M-35 PILE
GIRDER RE WALL
M-40 RCC
PSC
1 Cement 250 350 370 380 400 390 385 390 440
2 Microsilica 31
3 Fly Ash 0 0 0 0 0 0 0 0 0
4 Water 112.0 138.5 143.6 147.9 143.8 139.8 137.9 140.3 134.2
5 20mm 740.6 685.8 675.1 668.1 697.8 704.8 669.6 671.8 678.6
6 10mm 558.9 517.6 509.5 504.3 465.2 469.9 511.5 507.0 452.4
7 Crushed Sand 578.1 535.4 527.1 521.5 397.6 401.7 403.2 524.4 386.7
8 River Sand 312.4 289.4 284.9 281.9 399.5 403.6 405.0 283.4 388.5
9 Admixture 1.70 2.45 2.59 2.66 3.20 3.10 2.31 3.12 6.12
Contractor Represantative Authoriy Engineer's Represantive
Construction of 4 Laning of Indore To Raghav Garh Section of NH-59 (Indore-Harda
Project package-1 Stretch) from MR-10 Junction on NH-3 Bypass Ch.-0.250 to Raghav Garh
26.903(Design Length = 26.653 KM) under Bharatmala Pariyojana A Phase-I (Economic
Corridor) in the State of Madhya Pradesh on EPC Mode.

Client National Highway Authority Of India

Authority Engineer M/s L N Malviya Infra Projects Pvt. Ltd. In Association with ICSC
EPC Contractor M/s P. D. Agrawal Infrastucture Ltd.

MOISTURE CORRECTION

Date 19/3/2024 Temprature 27.20 ⁰ C Humidity 33%

Total Moisture content in Aggregate %
Type of Water Absorption Free Water
Sr. No Wt. of Wet Wt. of Dry Moisture Content (%) content (%)
material
Aggregate Aggregate (%)

1 20 mm 500 495.8 0.847 1.37 -0.523

2 10 mm 500 495.4 0.929 1.37 -0.441

Crushed
3 500 480.0 4.167 1.37 2.797
Sand
4 River Sand 500 482.0 3.734 1.30 2.434

Adjusted Weight after Moisture Correction in kg

Sr. No M-35 M-35 M-50
Type of material M-15 M-25 M-30 M-35 RCC M-35 PILE
GIRDER RE WALL
M-40 RCC
PSC
1 Cement 250 350 370 380 400 390 385 390 440
2 Microsilica 31
3 Fly Ash 0 0 0 0 0 0 0 0 0
4 Water 108.1 134.9 140.0 144.4 141.4 137.3 135.3 136.8 131.8
5 20mm 740.4 685.7 675.0 668.0 697.6 704.7 669.5 671.7 678.4
6 10mm 559.1 517.8 509.7 504.5 465.4 470.1 511.7 507.3 452.6
7 Crushed Sand 582.2 539.3 530.8 525.3 400.5 404.6 406.0 528.2 389.5
8 River Sand 312.1 289.1 284.6 281.6 399.1 403.2 404.6 283.1 388.1
9 Admixture 1.70 2.45 2.59 2.66 3.20 3.10 2.31 3.12 6.12
Contractor Represantative Authoriy Engineer's Represantive
Construction of 4 Laning of Indore To Raghav Garh Section of NH-59 (Indore-Harda
Project package-1 Stretch) from MR-10 Junction on NH-3 Bypass Ch.-0.250 to Raghav Garh
26.903(Design Length = 26.653 KM) under Bharatmala Pariyojana A Phase-I (Economic
Corridor) in the State of Madhya Pradesh on EPC Mode.

Client National Highway Authority Of India

Authority Engineer M/s L N Malviya Infra Projects Pvt. Ltd. In Association with ICSC
EPC Contractor M/s P. D. Agrawal Infrastucture Ltd.

MOISTURE CORRECTION

Date 18/3/2024 Temprature 26.5⁰ C Humidity 35%

Total Moisture content in Aggregate %
Type of Water Absorption Free Water
Sr. No Wt. of Wet Wt. of Dry Moisture Content (%) content (%)
material
Aggregate Aggregate (%)

1 20 mm 500 496.0 0.806 1.37 -0.564

2 10 mm 500 495.5 0.914 1.37 -0.456

Crushed
3 500 487.0 2.667 1.37 1.297
Sand
4 River Sand 500 487.5 2.564 1.30 1.264

Adjusted Weight after Moisture Correction in kg

Sr. No M-35 M-35 M-50
Type of material M-15 M-25 M-30 M-35 RCC M-35 PILE
GIRDER RE WALL
M-40 RCC
PSC
1 Cement 250 350 370 380 400 390 385 390 440
2 Microsilica 31
3 Fly Ash 0 0 0 0 0 0 0 0 0
4 Water 120.6 146.4 151.3 155.6 152.1 148.2 146.2 148.1 142.2
5 20mm 740.1 685.4 674.7 667.7 697.3 704.4 669.2 671.4 678.2
6 10mm 559.0 517.7 509.7 504.4 465.4 470.0 511.7 507.2 452.5
7 Crushed Sand 573.7 531.4 523.1 517.6 394.7 398.7 400.1 520.5 383.8
8 River Sand 308.6 285.8 281.3 278.4 394.5 398.6 400.0 279.9 383.7
9 Admixture 1.70 2.45 2.59 2.66 3.20 3.10 2.31 3.12 6.12
Contractor Represantative Authoriy Engineer's Represantive
Construction of 4 Laning of Indore To Raghav Garh Section of NH-59 (Indore-Harda
Project package-1 Stretch) from MR-10 Junction on NH-3 Bypass Ch.-0.250 to Raghav Garh
26.903(Design Length = 26.653 KM) under Bharatmala Pariyojana A Phase-I (Economic
Corridor) in the State of Madhya Pradesh on EPC Mode.

Client National Highway Authority Of India

Authority Engineer M/s L N Malviya Infra Projects Pvt. Ltd. In Association with ICSC
EPC Contractor M/s P. D. Agrawal Infrastucture Ltd.

MOISTURE CORRECTION

Date 17/3/2024 Temprature 26.2⁰ C Humidity 34%

Total Moisture content in Aggregate %
Type of Water Absorption Free Water
Sr. No Wt. of Wet Wt. of Dry Moisture Content (%) content (%)
material
Aggregate Aggregate (%)

1 20 mm 500 495.2 0.969 1.37 -0.401

2 10 mm 500 494.8 1.051 1.37 -0.319

Crushed
3 500 486.1 2.859 1.37 1.489
Sand
4 River Sand 500 485.7 2.944 1.30 1.644

Adjusted Weight after Moisture Correction in kg

Sr. No M-35 M-35 M-50
Type of material M-15 M-25 M-30 M-35 RCC M-35 PILE
GIRDER RE WALL
M-40 RCC
PSC
1 Cement 250 350 370 380 400 390 385 390 440
2 Microsilica 31
3 Fly Ash 0 0 0 0 0 0 0 0 0
4 Water 116.3 142.5 147.5 151.8 148.1 144.1 142.2 144.2 138.3
5 20mm 741.3 686.5 675.8 668.8 698.5 705.6 670.3 672.5 679.3
6 10mm 559.8 518.4 510.4 505.1 466.0 470.7 512.4 507.9 453.1
7 Crushed Sand 574.8 532.4 524.1 518.6 395.4 399.5 400.9 521.5 384.5
8 River Sand 309.7 286.8 282.4 279.4 396.0 400.1 401.5 280.9 385.1
9 Admixture 1.70 2.45 2.59 2.66 3.20 3.10 2.31 3.12 6.12
Contractor Represantative Authoriy Engineer's Represantive
Construction of 4 Laning of Indore To Raghav Garh Section of NH-59 (Indore-Harda
Project package-1 Stretch) from MR-10 Junction on NH-3 Bypass Ch.-0.250 to Raghav Garh
26.903(Design Length = 26.653 KM) under Bharatmala Pariyojana A Phase-I (Economic
Corridor) in the State of Madhya Pradesh on EPC Mode.

Client National Highway Authority Of India

Authority Engineer M/s L N Malviya Infra Projects Pvt. Ltd. In Association with ICSC
EPC Contractor M/s P. D. Agrawal Infrastucture Ltd.

MOISTURE CORRECTION

Date 16/3/2024 Temprature 25.8⁰ C Humidity 35%

Total Moisture content in Aggregate %
Type of Water Absorption Free Water
Sr. No Wt. of Wet Wt. of Dry Moisture Content (%) content (%)
material
Aggregate Aggregate (%)

1 20 mm 500 495.5 0.908 1.37 -0.462

2 10 mm 500 495.0 1.010 1.37 -0.360

Crushed
3 500 485.8 2.923 1.37 1.553
Sand
4 River Sand 500 485.2 3.050 1.30 1.750

Adjusted Weight after Moisture Correction in kg

Sr. No M-35 M-35 M-50
Type of material M-15 M-25 M-30 M-35 RCC M-35 PILE
GIRDER RE WALL
M-40 RCC
PSC
1 Cement 250 350 370 380 400 390 385 390 440
2 Microsilica 31
3 Fly Ash 0 0 0 0 0 0 0 0 0
4 Water 116.3 142.5 147.5 151.8 148.1 144.1 142.1 144.2 138.3
5 20mm 740.9 686.1 675.4 668.4 698.1 705.1 669.9 672.1 678.9
6 10mm 559.6 518.2 510.2 504.9 465.8 470.5 512.2 507.7 453.0
7 Crushed Sand 575.2 532.7 524.4 518.9 395.7 399.7 401.1 521.8 384.8
8 River Sand 310.0 287.1 282.7 279.7 396.4 400.5 401.9 281.2 385.5
9 Admixture 1.70 2.45 2.59 2.66 3.20 3.10 2.31 3.12 6.12
Contractor Represantative Authoriy Engineer's Represantive
Construction of 4 Laning of Indore To Raghav Garh Section of NH-59 (Indore-Harda
Project package-1 Stretch) from MR-10 Junction on NH-3 Bypass Ch.-0.250 to Raghav Garh
26.903(Design Length = 26.653 KM) under Bharatmala Pariyojana A Phase-I (Economic
Corridor) in the State of Madhya Pradesh on EPC Mode.

Client National Highway Authority Of India

Authority Engineer M/s L N Malviya Infra Projects Pvt. Ltd. In Association with ICSC
EPC Contractor M/s P. D. Agrawal Infrastucture Ltd.

MOISTURE CORRECTION

Date 15/3/2024 Temprature 26.1⁰ C Humidity 34%

Total Moisture content in Aggregate %
Type of Water Absorption Free Water
Sr. No Wt. of Wet Wt. of Dry Moisture Content (%) content (%)
material
Aggregate Aggregate (%)

1 20 mm 500 495.6 0.888 1.37 -0.482

2 10 mm 500 494.5 1.112 1.37 -0.258

Crushed
3 500 485.7 2.944 1.37 1.574
Sand
4 River Sand 500 485.8 2.923 1.30 1.623

Adjusted Weight after Moisture Correction in kg

Sr. No M-35 M-35 M-50
Type of material M-15 M-25 M-30 M-35 RCC M-35 PILE
GIRDER RE WALL
M-40 RCC
PSC
1 Cement 250 350 370 380 400 390 385 390 440
2 Microsilica 31
3 Fly Ash 0 0 0 0 0 0 0 0 0
4 Water 116.2 142.3 147.4 151.6 148.1 144.1 142.1 144.1 138.3
5 20mm 740.7 686.0 675.2 668.3 697.9 705.0 669.8 671.9 678.7
6 10mm 560.2 518.8 510.7 505.4 466.3 471.0 512.7 508.2 453.4
7 Crushed Sand 575.3 532.9 524.5 519.0 395.7 399.8 401.2 521.9 384.9
8 River Sand 309.6 286.8 282.3 279.4 395.9 400.0 401.4 280.9 385.0
9 Admixture 1.70 2.45 2.59 2.66 3.20 3.10 2.31 3.12 6.12
Contractor Represantative Authoriy Engineer's Represantive
Construction of 4 Laning of Indore To Raghav Garh Section of NH-59 (Indore-Harda
Project package-1 Stretch) from MR-10 Junction on NH-3 Bypass Ch.-0.250 to Raghav Garh
26.903(Design Length = 26.653 KM) under Bharatmala Pariyojana A Phase-I (Economic
Corridor) in the State of Madhya Pradesh on EPC Mode.

Client National Highway Authority Of India

Authority Engineer M/s L N Malviya Infra Projects Pvt. Ltd. In Association with ICSC
EPC Contractor M/s P. D. Agrawal Infrastucture Ltd.

MOISTURE CORRECTION

Date 14/3/2024 Temprature 25.1⁰ C Humidity 35%

Total Moisture content in Aggregate %
Type of Water Absorption Free Water
Sr. No Wt. of Wet Wt. of Dry Moisture Content (%) content (%)
material
Aggregate Aggregate (%)

1 20 mm 500 495.2 0.969 1.37 -0.401

2 10 mm 500 494.5 1.112 1.37 -0.258

Crushed
3 500 485.6 2.965 1.37 1.595
Sand
4 River Sand 500 484.8 3.135 1.30 1.835

Adjusted Weight after Moisture Correction in kg

Sr. No M-35 M-35 M-50
Type of material M-15 M-25 M-30 M-35 RCC M-35 PILE
GIRDER RE WALL
M-40 RCC
PSC
1 Cement 250 350 370 380 400 390 385 390 440
2 Microsilica 31
3 Fly Ash 0 0 0 0 0 0 0 0 0
4 Water 114.8 141.1 146.1 150.4 146.6 142.7 140.7 142.8 136.9
5 20mm 741.3 686.5 675.8 668.8 698.5 705.6 670.3 672.5 679.3
6 10mm 560.2 518.8 510.7 505.4 466.3 471.0 512.7 508.2 453.4
7 Crushed Sand 575.4 533.0 524.6 519.2 395.8 399.9 401.3 522.0 384.9
8 River Sand 310.3 287.4 282.9 279.9 396.8 400.8 402.2 281.5 385.9
9 Admixture 1.70 2.45 2.59 2.66 3.20 3.10 2.31 3.12 6.12
Contractor Represantative Authoriy Engineer's Represantive
Construction of 4 Laning of Indore To Raghav Garh Section of NH-59 (Indore-Harda
Project package-1 Stretch) from MR-10 Junction on NH-3 Bypass Ch.-0.250 to Raghav Garh
26.903(Design Length = 26.653 KM) under Bharatmala Pariyojana A Phase-I (Economic
Corridor) in the State of Madhya Pradesh on EPC Mode.

Client National Highway Authority Of India

Authority Engineer M/s L N Malviya Infra Projects Pvt. Ltd. In Association with ICSC
EPC Contractor M/s P. D. Agrawal Infrastucture Ltd.

MOISTURE CORRECTION

Date 13/3/2024 Temprature 25.2⁰ C Humidity 35%

Total Moisture content in Aggregate %
Type of Water Absorption Free Water
Sr. No Wt. of Wet Wt. of Dry Moisture Content (%) content (%)
material
Aggregate Aggregate (%)

1 20 mm 500 495.0 1.010 1.37 -0.360

2 10 mm 500 494.8 1.051 1.37 -0.319

Crushed
3 500 485.8 2.923 1.37 1.553
Sand
4 River Sand 500 485.5 2.987 1.30 1.687

Adjusted Weight after Moisture Correction in kg

Sr. No M-35 M-35 M-50
Type of material M-15 M-25 M-30 M-35 RCC M-35 PILE
GIRDER RE WALL
M-40 RCC
PSC
1 Cement 250 350 370 380 400 390 385 390 440
2 Microsilica 31
3 Fly Ash 0 0 0 0 0 0 0 0 0
4 Water 115.5 141.7 146.8 151.1 147.4 143.4 141.5 143.5 137.6
5 20mm 741.6 686.8 676.1 669.1 698.8 705.9 670.6 672.8 679.5
6 10mm 559.8 518.4 510.4 505.1 466.0 470.7 512.4 507.9 453.1
7 Crushed Sand 575.2 532.7 524.4 518.9 395.7 399.7 401.1 521.8 384.8
8 River Sand 309.8 287.0 282.5 279.5 396.2 400.2 401.7 281.1 385.3
9 Admixture 1.70 2.45 2.59 2.66 3.20 3.10 2.31 3.12 6.12
Contractor Represantative Authoriy Engineer's Represantive
Construction of 4 Laning of Indore To Raghav Garh Section of NH-59 (Indore-Harda
Project package-1 Stretch) from MR-10 Junction on NH-3 Bypass Ch.-0.250 to Raghav Garh
26.903(Design Length = 26.653 KM) under Bharatmala Pariyojana A Phase-I (Economic
Corridor) in the State of Madhya Pradesh on EPC Mode.

Client National Highway Authority Of India

Authority Engineer M/s L N Malviya Infra Projects Pvt. Ltd. In Association with ICSC
EPC Contractor M/s P. D. Agrawal Infrastucture Ltd.

MOISTURE CORRECTION

Date 12/3/2024 Temprature 25.1⁰ C Humidity 35%

Total Moisture content in Aggregate %
Type of Water Absorption Free Water
Sr. No Wt. of Wet Wt. of Dry Moisture Content (%) content (%)
material
Aggregate Aggregate (%)

1 20 mm 500 495.2 0.969 1.37 -0.401

2 10 mm 500 494.8 1.051 1.37 -0.319

Crushed
3 500 486.1 2.859 1.37 1.489
Sand
4 River Sand 500 486.0 2.881 1.30 1.581

Adjusted Weight after Moisture Correction in kg

Sr. No M-35 M-35 M-50
Type of material M-15 M-25 M-30 M-35 RCC M-35 PILE
GIRDER RE WALL
M-40 RCC
PSC
1 Cement 250 350 370 380 400 390 385 390 440
2 Microsilica 31
3 Fly Ash 0 0 0 0 0 0 0 0 0
4 Water 116.5 142.6 147.7 152.0 148.3 144.4 142.4 144.4 138.6
5 20mm 741.3 686.5 675.8 668.8 698.5 705.6 670.3 672.5 679.3
6 10mm 559.8 518.4 510.4 505.1 466.0 470.7 512.4 507.9 453.1
7 Crushed Sand 574.8 532.4 524.1 518.6 395.4 399.5 400.9 521.5 384.5
8 River Sand 309.5 286.7 282.2 279.2 395.8 399.8 401.2 280.8 384.9
9 Admixture 1.70 2.45 2.59 2.66 3.20 3.10 2.31 3.12 6.12
Contractor Represantative Authoriy Engineer's Represantive
Construction of 4 Laning of Indore To Raghav Garh Section of NH-59 (Indore-Harda
Project package-1 Stretch) from MR-10 Junction on NH-3 Bypass Ch.-0.250 to Raghav Garh
26.903(Design Length = 26.653 KM) under Bharatmala Pariyojana A Phase-I (Economic
Corridor) in the State of Madhya Pradesh on EPC Mode.

Client National Highway Authority Of India

Authority Engineer M/s L N Malviya Infra Projects Pvt. Ltd. In Association with ICSC
EPC Contractor M/s P. D. Agrawal Infrastucture Ltd.

MOISTURE CORRECTION

Date 11/3/2024 Temprature 23.9⁰ C Humidity 36%

Total Moisture content in Aggregate %
Type of Water Absorption Free Water
Sr. No Wt. of Wet Wt. of Dry Moisture Content (%) content (%)
material
Aggregate Aggregate (%)

1 20 mm 500 495.3 0.949 1.37 -0.421

2 10 mm 500 494.8 1.051 1.37 -0.319

Crushed
3 500 486.0 2.881 1.37 1.511
Sand
4 River Sand 500 485.8 2.923 1.30 1.623

Adjusted Weight after Moisture Correction in kg

Sr. No M-35 M-35 M-50
Type of material M-15 M-25 M-30 M-35 RCC M-35 PILE
GIRDER RE WALL
M-40 RCC
PSC
1 Cement 250 350 370 380 400 390 385 390 440
2 Microsilica 31
3 Fly Ash 0 0 0 0 0 0 0 0 0
4 Water 116.4 142.6 147.6 151.9 148.2 144.3 142.3 144.3 138.4
5 20mm 741.2 686.4 675.6 668.7 698.3 705.4 670.2 672.4 679.1
6 10mm 559.8 518.4 510.4 505.1 466.0 470.7 512.4 507.9 453.1
7 Crushed Sand 575.0 532.5 524.2 518.7 395.5 399.5 401.0 521.6 384.6
8 River Sand 309.6 286.8 282.3 279.4 395.9 400.0 401.4 280.9 385.0
9 Admixture 1.70 2.45 2.59 2.66 3.20 3.10 2.31 3.12 6.12
Contractor Represantative Authoriy Engineer's Represantive
Construction of 4 Laning of Indore To Raghav Garh Section of NH-59 (Indore-Harda
Project package-1 Stretch) from MR-10 Junction on NH-3 Bypass Ch.-0.250 to Raghav Garh
26.903(Design Length = 26.653 KM) under Bharatmala Pariyojana A Phase-I (Economic
Corridor) in the State of Madhya Pradesh on EPC Mode.

Client National Highway Authority Of India

Authority Engineer M/s L N Malviya Infra Projects Pvt. Ltd. In Association with ICSC
EPC Contractor M/s P. D. Agrawal Infrastucture Ltd.

MOISTURE CORRECTION

Date 10/3/2024 Temprature 27.2⁰ C Humidity 35%

Total Moisture content in Aggregate %
Type of Water Absorption Free Water
Sr. No Wt. of Wet Wt. of Dry Moisture Content (%) content (%)
material
Aggregate Aggregate (%)

1 20 mm 500 494.6 1.092 1.37 -0.278

2 10 mm 500 494.5 1.112 1.37 -0.258

Crushed
3 500 484.5 3.199 1.37 1.829
Sand
4 River Sand 500 484.0 3.306 1.30 2.006

Adjusted Weight after Moisture Correction in kg

Sr. No M-35 M-35 M-50
Type of material M-15 M-25 M-30 M-35 RCC M-35 PILE
GIRDER RE WALL
M-40 RCC
PSC
1 Cement 250 350 370 380 400 390 385 390 440
2 Microsilica 31
3 Fly Ash 0 0 0 0 0 0 0 0 0
4 Water 112.0 138.5 143.6 147.9 144.2 140.2 138.2 140.3 134.5
5 20mm 742.2 687.4 676.6 669.6 699.3 706.4 671.1 673.3 680.1
6 10mm 560.2 518.8 510.7 505.4 466.3 471.0 512.7 508.2 453.4
7 Crushed Sand 576.8 534.2 525.8 520.3 396.7 400.8 402.2 523.2 385.8
8 River Sand 310.8 287.9 283.4 280.4 397.4 401.5 402.9 281.9 386.5
9 Admixture 1.70 2.45 2.59 2.66 3.20 3.10 2.31 3.12 6.12
Contractor Represantative Authoriy Engineer's Represantive
Construction of 4 Laning of Indore To Raghav Garh Section of NH-59 (Indore-Harda
Project package-1 Stretch) from MR-10 Junction on NH-3 Bypass Ch.-0.250 to Raghav Garh
26.903(Design Length = 26.653 KM) under Bharatmala Pariyojana A Phase-I (Economic
Corridor) in the State of Madhya Pradesh on EPC Mode.

Client National Highway Authority Of India

Authority Engineer M/s L N Malviya Infra Projects Pvt. Ltd. In Association with ICSC
EPC Contractor M/s P. D. Agrawal Infrastucture Ltd.

MOISTURE CORRECTION

Date 9/3/2024 Temprature 22.8⁰ C Humidity 36%

Total Moisture content in Aggregate %
Type of Water Absorption Free Water
Sr. No Wt. of Wet Wt. of Dry Moisture Content (%) content (%)
material
Aggregate Aggregate (%)

1 20 mm 500 494.5 1.112 1.37 -0.258

2 10 mm 500 495.0 1.010 1.37 -0.360

Crushed
3 500 484.5 3.199 1.37 1.829
Sand
4 River Sand 500 484.0 3.306 1.30 2.006

Adjusted Weight after Moisture Correction in kg

Sr. No M-35 M-35 M-50
Type of material M-15 M-25 M-30 M-35 RCC M-35 PILE
GIRDER RE WALL
M-40 RCC
PSC
1 Cement 250 350 370 380 400 390 385 390 440
2 Microsilica 31
3 Fly Ash 0 0 0 0 0 0 0 0 0
4 Water 112.5 138.9 144.0 148.3 144.5 140.5 138.6 140.7 134.9
5 20mm 742.4 687.5 676.8 669.8 699.5 706.6 671.3 673.5 680.2
6 10mm 559.6 518.2 510.2 504.9 465.8 470.5 512.2 507.7 453.0
7 Crushed Sand 576.8 534.2 525.8 520.3 396.7 400.8 402.2 523.2 385.8
8 River Sand 310.8 287.9 283.4 280.4 397.4 401.5 402.9 281.9 386.5
9 Admixture 1.70 2.45 2.59 2.66 3.20 3.10 2.31 3.12 6.12
Contractor Represantative Authoriy Engineer's Represantive
Construction of 4 Laning of Indore To Raghav Garh Section of NH-59 (Indore-Harda
Project package-1 Stretch) from MR-10 Junction on NH-3 Bypass Ch.-0.250 to Raghav Garh
26.903(Design Length = 26.653 KM) under Bharatmala Pariyojana A Phase-I (Economic
Corridor) in the State of Madhya Pradesh on EPC Mode.

Client National Highway Authority Of India

Authority Engineer M/s L N Malviya Infra Projects Pvt. Ltd. In Association with ICSC
EPC Contractor M/s P. D. Agrawal Infrastucture Ltd.

MOISTURE CORRECTION

Date 8/3/2024 Temprature 21.7⁰ C Humidity 36%

Total Moisture content in Aggregate %
Type of Water Absorption Free Water
Sr. No Wt. of Wet Wt. of Dry Moisture Content (%) content (%)
material
Aggregate Aggregate (%)

1 20 mm 500 495.5 0.908 1.37 -0.462

2 10 mm 500 495.0 1.010 1.37 -0.360

Crushed
3 500 484.5 3.199 1.37 1.829
Sand
4 River Sand 500 485.0 3.093 1.30 1.793

Adjusted Weight after Moisture Correction in kg

Sr. No M-35 M-35 M-50
Type of material M-15 M-25 M-30 M-35 RCC M-35 PILE
GIRDER RE WALL
M-40 RCC
PSC
1 Cement 250 350 370 380 400 390 385 390 440
2 Microsilica 31
3 Fly Ash 0 0 0 0 0 0 0 0 0
4 Water 114.6 140.9 145.9 150.2 146.8 142.8 140.9 142.7 137.1
5 20mm 740.9 686.1 675.4 668.4 698.1 705.1 669.9 672.1 678.9
6 10mm 559.6 518.2 510.2 504.9 465.8 470.5 512.2 507.7 453.0
7 Crushed Sand 576.8 534.2 525.8 520.3 396.7 400.8 402.2 523.2 385.8
8 River Sand 310.2 287.3 282.8 279.8 396.6 400.7 402.1 281.4 385.7
9 Admixture 1.70 2.45 2.59 2.66 3.20 3.10 2.31 3.12 6.12
Contractor Represantative Authoriy Engineer's Represantive
Construction of 4 Laning of Indore To Raghav Garh Section of NH-59 (Indore-Harda
Project package-1 Stretch) from MR-10 Junction on NH-3 Bypass Ch.-0.250 to Raghav Garh
26.903(Design Length = 26.653 KM) under Bharatmala Pariyojana A Phase-I (Economic
Corridor) in the State of Madhya Pradesh on EPC Mode.

Client National Highway Authority Of India

Authority Engineer M/s L N Malviya Infra Projects Pvt. Ltd. In Association with ICSC
EPC Contractor M/s P. D. Agrawal Infrastucture Ltd.

MOISTURE CORRECTION

Date 7/3/2024 Temprature 21.7⁰ C Humidity 36%

Total Moisture content in Aggregate %
Type of Water Absorption Free Water
Sr. No Wt. of Wet Wt. of Dry Moisture Content (%) content (%)
material
Aggregate Aggregate (%)

1 20 mm 500 495.5 0.908 1.37 -0.462

2 10 mm 500 494.5 1.112 1.37 -0.258

Crushed
3 500 485.0 3.093 1.37 1.723
Sand
4 River Sand 500 485.5 2.987 1.30 1.687

Adjusted Weight after Moisture Correction in kg

Sr. No M-35 M-35 M-50
Type of material M-15 M-25 M-30 M-35 RCC M-35 PILE
GIRDER RE WALL
M-40 RCC
PSC
1 Cement 250 350 370 380 400 390 385 390 440
2 Microsilica 31
3 Fly Ash 0 0 0 0 0 0 0 0 0
4 Water 115.0 141.2 146.3 150.6 147.2 143.2 141.2 143.0 137.4
5 20mm 740.9 686.1 675.4 668.4 698.1 705.1 669.9 672.1 678.9
6 10mm 560.2 518.8 510.7 505.4 466.3 471.0 512.7 508.2 453.4
7 Crushed Sand 576.2 533.6 525.3 519.8 396.3 400.4 401.8 522.7 385.4
8 River Sand 309.8 287.0 282.5 279.5 396.2 400.2 401.7 281.1 385.3
9 Admixture 1.70 2.45 2.59 2.66 3.20 3.10 2.31 3.12 6.12
Contractor Represantative Authoriy Engineer's Represantive
Construction of 4 Laning of Indore To Raghav Garh Section of NH-59 (Indore-Harda
Project package-1 Stretch) from MR-10 Junction on NH-3 Bypass Ch.-0.250 to Raghav Garh
26.903(Design Length = 26.653 KM) under Bharatmala Pariyojana A Phase-I (Economic
Corridor) in the State of Madhya Pradesh on EPC Mode.

Client National Highway Authority Of India

Authority Engineer M/s L N Malviya Infra Projects Pvt. Ltd. In Association with ICSC
EPC Contractor M/s P. D. Agrawal Infrastucture Ltd.

MOISTURE CORRECTION

Date 6/3/2024 Temprature 20.2⁰ C Humidity 37%

Total Moisture content in Aggregate %
Type of Water Absorption Free Water
Sr. No Wt. of Wet Wt. of Dry Moisture Content (%) content (%)
material
Aggregate Aggregate (%)

1 20 mm 500 495.0 1.010 1.37 -0.360

2 10 mm 500 494.0 1.215 1.37 -0.155

Crushed
3 500 484.5 3.199 1.37 1.829
Sand
4 River Sand 500 485.0 3.093 1.30 1.793

Adjusted Weight after Moisture Correction in kg

Sr. No M-35 M-35 M-50
Type of material M-15 M-25 M-30 M-35 RCC M-35 PILE
GIRDER RE WALL
M-40 RCC
PSC
1 Cement 250 350 370 380 400 390 385 390 440
2 Microsilica 31
3 Fly Ash 0 0 0 0 0 0 0 0 0
4 Water 112.7 139.1 144.2 148.5 145.1 141.1 139.1 141.0 135.4
5 20mm 741.6 686.8 676.1 669.1 698.8 705.9 670.6 672.8 679.5
6 10mm 560.7 519.3 511.2 505.9 466.8 471.5 513.2 508.7 453.9
7 Crushed Sand 576.8 534.2 525.8 520.3 396.7 400.8 402.2 523.2 385.8
8 River Sand 310.2 287.3 282.8 279.8 396.6 400.7 402.1 281.4 385.7
9 Admixture 1.70 2.45 2.59 2.66 3.20 3.10 2.31 3.12 6.12
Contractor Represantative Authoriy Engineer's Represantive
Construction of 4 Laning of Indore To Raghav Garh Section of NH-59 (Indore-Harda
Project package-1 Stretch) from MR-10 Junction on NH-3 Bypass Ch.-0.250 to Raghav Garh
26.903(Design Length = 26.653 KM) under Bharatmala Pariyojana A Phase-I (Economic
Corridor) in the State of Madhya Pradesh on EPC Mode.

Client National Highway Authority Of India

Authority Engineer M/s L N Malviya Infra Projects Pvt. Ltd. In Association with ICSC
EPC Contractor M/s P. D. Agrawal Infrastucture Ltd.

MOISTURE CORRECTION

Date 5/3/2024 Temprature 19.0⁰ C Humidity 37%

Total Moisture content in Aggregate %
Type of Water Absorption Free Water
Sr. No Wt. of Wet Wt. of Dry Moisture Content (%) content (%)
material
Aggregate Aggregate (%)

1 20 mm 500 495.5 0.908 1.37 -0.462

2 10 mm 500 494.5 1.112 1.37 -0.258

Crushed
3 500 484.5 3.199 1.37 1.829
Sand
4 River Sand 500 485.0 3.093 1.30 1.793

Adjusted Weight after Moisture Correction in kg

Sr. No M-35 M-35 M-50
Type of material M-15 M-25 M-30 M-35 RCC M-35 PILE
GIRDER RE WALL
M-40 RCC
PSC
1 Cement 250 350 370 380 400 390 385 390 440
2 Microsilica 31
3 Fly Ash 0 0 0 0 0 0 0 0 0
4 Water 114.1 140.4 145.4 149.7 146.3 142.3 140.3 142.2 136.6
5 20mm 740.9 686.1 675.4 668.4 698.1 705.1 669.9 672.1 678.9
6 10mm 560.2 518.8 510.7 505.4 466.3 471.0 512.7 508.2 453.4
7 Crushed Sand 576.8 534.2 525.8 520.3 396.7 400.8 402.2 523.2 385.8
8 River Sand 310.2 287.3 282.8 279.8 396.6 400.7 402.1 281.4 385.7
9 Admixture 1.70 2.45 2.59 2.66 3.20 3.10 2.31 3.12 6.12
Contractor Represantative Authoriy Engineer's Represantive
Construction of 4 Laning of Indore To Raghav Garh Section of NH-59 (Indore-Harda
Project package-1 Stretch) from MR-10 Junction on NH-3 Bypass Ch.-0.250 to Raghav Garh
26.903(Design Length = 26.653 KM) under Bharatmala Pariyojana A Phase-I (Economic
Corridor) in the State of Madhya Pradesh on EPC Mode.

Client National Highway Authority Of India

Authority Engineer M/s L N Malviya Infra Projects Pvt. Ltd. In Association with ICSC
EPC Contractor M/s P. D. Agrawal Infrastucture Ltd.

MOISTURE CORRECTION

Date 4/3/2024 Temprature 18.7⁰ C Humidity 38%

Total Moisture content in Aggregate %
Type of Water Absorption Free Water
Sr. No Wt. of Wet Wt. of Dry Moisture Content (%) content (%)
material
Aggregate Aggregate (%)

1 20 mm 500 495.0 1.010 1.37 -0.360

2 10 mm 500 494.0 1.215 1.37 -0.155

Crushed
3 500 485.0 3.093 1.37 1.723
Sand
4 River Sand 500 484.5 3.199 1.30 1.899

Adjusted Weight after Moisture Correction in kg

Sr. No M-35 M-35 M-50
Type of material M-15 M-25 M-30 M-35 RCC M-35 PILE
GIRDER RE WALL
M-40 RCC
PSC
1 Cement 250 350 370 380 400 390 385 390 440
2 Microsilica 31
3 Fly Ash 0 0 0 0 0 0 0 0 0
4 Water 113.0 139.4 144.5 148.8 145.1 141.1 139.1 141.2 135.4
5 20mm 741.6 686.8 676.1 669.1 698.8 705.9 670.6 672.8 679.5
6 10mm 560.7 519.3 511.2 505.9 466.8 471.5 513.2 508.7 453.9
7 Crushed Sand 576.2 533.6 525.3 519.8 396.3 400.4 401.8 522.7 385.4
8 River Sand 310.5 287.6 283.1 280.1 397.0 401.1 402.5 281.6 386.1
9 Admixture 1.70 2.45 2.59 2.66 3.20 3.10 2.31 3.12 6.12
Contractor Represantative Authoriy Engineer's Represantive
Construction of 4 Laning of Indore To Raghav Garh Section of NH-59 (Indore-Harda
Project package-1 Stretch) from MR-10 Junction on NH-3 Bypass Ch.-0.250 to Raghav Garh
26.903(Design Length = 26.653 KM) under Bharatmala Pariyojana A Phase-I (Economic
Corridor) in the State of Madhya Pradesh on EPC Mode.

Client National Highway Authority Of India

Authority Engineer M/s L N Malviya Infra Projects Pvt. Ltd. In Association with ICSC
EPC Contractor M/s P. D. Agrawal Infrastucture Ltd.

MOISTURE CORRECTION

Date 3/3/2024 Temprature 24.0⁰ C Humidity 48%

Total Moisture content in Aggregate %
Type of Water Absorption Free Water
Sr. No Wt. of Wet Wt. of Dry Moisture Content (%) content (%)
material
Aggregate Aggregate (%)

1 20 mm 500 495.0 1.010 1.37 -0.360

2 10 mm 500 494.5 1.112 1.37 -0.258

Crushed
3 500 484.5 3.199 1.37 1.829
Sand
4 River Sand 500 484.0 3.306 1.30 2.006

Adjusted Weight after Moisture Correction in kg

Sr. No M-35 M-35 M-50
Type of material M-15 M-25 M-30 M-35 RCC M-35 PILE
GIRDER RE WALL
M-40 RCC
PSC
1 Cement 250 350 370 380 400 390 385 390 440
2 Microsilica 31
3 Fly Ash 0 0 0 0 0 0 0 0 0
4 Water 112.7 139.1 144.1 148.5 144.8 140.8 138.8 140.9 135.1
5 20mm 741.6 686.8 676.1 669.1 698.8 705.9 670.6 672.8 679.5
6 10mm 560.2 518.8 510.7 505.4 466.3 471.0 512.7 508.2 453.4
7 Crushed Sand 576.8 534.2 525.8 520.3 396.7 400.8 402.2 523.2 385.8
8 River Sand 310.8 287.9 283.4 280.4 397.4 401.5 402.9 281.9 386.5
9 Admixture 1.70 2.45 2.59 2.66 3.20 3.10 2.31 3.12 6.12
Contractor Represantative Authoriy Engineer's Represantive
Construction of 4 Laning of Indore To Raghav Garh Section of NH-59 (Indore-Harda
Project package-1 Stretch) from MR-10 Junction on NH-3 Bypass Ch.-0.250 to Raghav Garh
26.903(Design Length = 26.653 KM) under Bharatmala Pariyojana A Phase-I (Economic
Corridor) in the State of Madhya Pradesh on EPC Mode.

Client National Highway Authority Of India

Authority Engineer M/s L N Malviya Infra Projects Pvt. Ltd. In Association with ICSC
EPC Contractor M/s P. D. Agrawal Infrastucture Ltd.

MOISTURE CORRECTION

Date 2/3/2024 Temprature 24.2⁰ C Humidity 44%

Total Moisture content in Aggregate %
Type of Water Absorption Free Water
Sr. No Wt. of Wet Wt. of Dry Moisture Content (%) content (%)
material
Aggregate Aggregate (%)

1 20 mm 500 495.5 0.908 1.37 -0.462

2 10 mm 500 495.0 1.010 1.37 -0.360

Crushed
3 500 485.0 3.093 1.37 1.723
Sand
4 River Sand 500 484.0 3.306 1.30 2.006

Adjusted Weight after Moisture Correction in kg

Sr. No M-35 M-35 M-50
Type of material M-15 M-25 M-30 M-35 RCC M-35 PILE
GIRDER RE WALL
M-40 RCC
PSC
1 Cement 250 350 370 380 400 390 385 390 440
2 Microsilica 31
3 Fly Ash 0 0 0 0 0 0 0 0 0
4 Water 114.6 140.9 145.9 150.2 146.4 142.4 140.4 142.7 136.7
5 20mm 740.9 686.1 675.4 668.4 698.1 705.1 669.9 672.1 678.9
6 10mm 559.6 518.2 510.2 504.9 465.8 470.5 512.2 507.7 453.0
7 Crushed Sand 576.2 533.6 525.3 519.8 396.3 400.4 401.8 522.7 385.4
8 River Sand 310.8 287.9 283.4 280.4 397.4 401.5 402.9 281.9 386.5
9 Admixture 1.70 2.45 2.59 2.66 3.20 3.10 2.31 3.12 6.12
Contractor Represantative Authoriy Engineer's Represantive
Construction of 4 Laning of Indore To Raghav Garh Section of NH-59 (Indore-Harda
Project package-1 Stretch) from MR-10 Junction on NH-3 Bypass Ch.-0.250 to Raghav Garh
26.903(Design Length = 26.653 KM) under Bharatmala Pariyojana A Phase-I (Economic
Corridor) in the State of Madhya Pradesh on EPC Mode.

Client National Highway Authority Of India

Authority Engineer M/s L N Malviya Infra Projects Pvt. Ltd. In Association with ICSC
EPC Contractor M/s P. D. Agrawal Infrastucture Ltd.

MOISTURE CORRECTION

Date 1/3/2024 Temprature 25.2⁰ C Humidity 39%

Total Moisture content in Aggregate %
Type of Water Absorption Free Water
Sr. No Wt. of Wet Wt. of Dry Moisture Content (%) content (%)
material
Aggregate Aggregate (%)

1 20 mm 500 495.0 1.010 1.37 -0.360

2 10 mm 500 494.5 1.112 1.37 -0.258

Crushed
3 500 485.5 2.987 1.37 1.617
Sand
4 River Sand 500 485.0 3.093 1.30 1.793

Adjusted Weight after Moisture Correction in kg

Sr. No M-35 M-35 M-50
Type of material M-15 M-25 M-30 M-35 RCC M-35 PILE
GIRDER RE WALL
M-40 RCC
PSC
1 Cement 250 350 370 380 400 390 385 390 440
2 Microsilica 31
3 Fly Ash 0 0 0 0 0 0 0 0 0
4 Water 114.5 140.8 145.8 150.1 146.4 142.4 140.5 142.6 136.7
5 20mm 741.6 686.8 676.1 669.1 698.8 705.9 670.6 672.8 679.5
6 10mm 560.2 518.8 510.7 505.4 466.3 471.0 512.7 508.2 453.4
7 Crushed Sand 575.6 533.1 524.7 519.3 395.9 400.0 401.4 522.1 385.0
8 River Sand 310.2 287.3 282.8 279.8 396.6 400.7 402.1 281.4 385.7
9 Admixture 1.70 2.45 2.59 2.66 3.20 3.10 2.31 3.12 6.12
Contractor Represantative Authoriy Engineer's Represantive
Construction of 4 Laning of Indore To Raghav Garh Section of NH-59 (Indore-Harda
Project package-1 Stretch) from MR-10 Junction on NH-3 Bypass Ch.-0.250 to Raghav Garh
26.903(Design Length = 26.653 KM) under Bharatmala Pariyojana A Phase-I (Economic
Corridor) in the State of Madhya Pradesh on EPC Mode.

Client National Highway Authority Of India

Authority Engineer M/s L N Malviya Infra Projects Pvt. Ltd. In Association with ICSC
EPC Contractor M/s P. D. Agrawal Infrastucture Ltd.

MOISTURE CORRECTION

Date 29/2/2024 Temprature 23.7⁰ C Humidity 41%

Total Moisture content in Aggregate %
Type of Water Absorption Free Water
Sr. No Wt. of Wet Wt. of Dry Moisture Content (%) content (%)
material
Aggregate Aggregate (%)

1 20 mm 500 495.0 1.010 1.37 -0.360

2 10 mm 500 494.5 1.112 1.37 -0.258

Crushed
3 500 484.5 3.199 1.37 1.829
Sand
4 River Sand 500 485.0 3.093 1.30 1.793

Adjusted Weight after Moisture Correction in kg

Sr. No M-35 M-35 M-50
Type of material M-15 M-25 M-30 M-35 RCC M-35 PILE
GIRDER RE WALL
M-40 RCC
PSC
1 Cement 250 350 370 380 400 390 385 390 440
2 Microsilica 31
3 Fly Ash 0 0 0 0 0 0 0 0 0
4 Water 113.3 139.7 144.7 149.0 145.6 141.6 139.6 141.5 135.9
5 20mm 741.6 686.8 676.1 669.1 698.8 705.9 670.6 672.8 679.5
6 10mm 560.2 518.8 510.7 505.4 466.3 471.0 512.7 508.2 453.4
7 Crushed Sand 576.8 534.2 525.8 520.3 396.7 400.8 402.2 523.2 385.8
8 River Sand 310.2 287.3 282.8 279.8 396.6 400.7 402.1 281.4 385.7
9 Admixture 1.70 2.45 2.59 2.66 3.20 3.10 2.31 3.12 6.12
Contractor Represantative Authoriy Engineer's Represantive
Construction of 4 Laning of Indore To Raghav Garh Section of NH-59 (Indore-Harda
Project package-1 Stretch) from MR-10 Junction on NH-3 Bypass Ch.-0.250 to Raghav Garh
26.903(Design Length = 26.653 KM) under Bharatmala Pariyojana A Phase-I (Economic
Corridor) in the State of Madhya Pradesh on EPC Mode.

Client National Highway Authority Of India

Authority Engineer M/s L N Malviya Infra Projects Pvt. Ltd. In Association with ICSC
EPC Contractor M/s P. D. Agrawal Infrastucture Ltd.

MOISTURE CORRECTION

Date 27/2/2024 Temprature 23.3⁰ C Humidity 52%

Total Moisture content in Aggregate %
Type of Water Absorption Free Water
Sr. No Wt. of Wet Wt. of Dry Moisture Content (%) content (%)
material
Aggregate Aggregate (%)

1 20 mm 500 495.0 1.010 1.37 -0.360

2 10 mm 500 494.5 1.112 1.37 -0.258

Crushed
3 500 485.0 3.093 1.37 1.723
Sand
4 River Sand 500 484.5 3.199 1.30 1.899

Adjusted Weight after Moisture Correction in kg

Sr. No M-35 M-35 M-50
Type of material M-15 M-25 M-30 M-35 RCC M-35 PILE
GIRDER RE WALL
M-40 RCC
PSC
1 Cement 250 350 370 380 400 390 385 390 440
2 Microsilica 31
3 Fly Ash 0 0 0 0 0 0 0 0 0
4 Water 113.6 139.9 145.0 149.3 145.6 141.6 139.6 141.7 135.9
5 20mm 741.6 686.8 676.1 669.1 698.8 705.9 670.6 672.8 679.5
6 10mm 560.2 518.8 510.7 505.4 466.3 471.0 512.7 508.2 453.4
7 Crushed Sand 576.2 533.6 525.3 519.8 396.3 400.4 401.8 522.7 385.4
8 River Sand 310.5 287.6 283.1 280.1 397.0 401.1 402.5 281.6 386.1
9 Admixture 1.70 2.45 2.59 2.66 3.20 3.10 2.31 3.12 6.12
Contractor Represantative Authoriy Engineer's Represantive
Construction of 4 Laning of Indore To Raghav Garh Section of NH-59 (Indore-Harda
Project package-1 Stretch) from MR-10 Junction on NH-3 Bypass Ch.-0.250 to Raghav Garh
26.903(Design Length = 26.653 KM) under Bharatmala Pariyojana A Phase-I (Economic
Corridor) in the State of Madhya Pradesh on EPC Mode.

Client National Highway Authority Of India

Authority Engineer M/s L N Malviya Infra Projects Pvt. Ltd. In Association with ICSC
EPC Contractor M/s P. D. Agrawal Infrastucture Ltd.

MOISTURE CORRECTION

Date 26/2/2024 Temprature 19.9⁰ C Humidity 37%

Total Moisture content in Aggregate %
Type of Water Absorption Free Water
Sr. No Wt. of Wet Wt. of Dry Moisture Content (%) content (%)
material
Aggregate Aggregate (%)

1 20 mm 500 495.5 0.908 1.37 -0.462

2 10 mm 500 494.0 1.215 1.37 -0.155

Crushed
3 500 484.5 3.199 1.37 1.829
Sand
4 River Sand 500 485.0 3.093 1.30 1.793

Adjusted Weight after Moisture Correction in kg

Sr. No M-35 M-35 M-50
Type of material M-15 M-25 M-30 M-35 RCC M-35 PILE
GIRDER RE WALL
M-40 RCC
PSC
1 Cement 250 350 370 380 400 390 385 390 440
2 Microsilica 31
3 Fly Ash 0 0 0 0 0 0 0 0 0
4 Water 113.5 139.8 144.9 149.2 145.9 141.8 139.8 141.7 136.1
5 20mm 740.9 686.1 675.4 668.4 698.1 705.1 669.9 672.1 678.9
6 10mm 560.7 519.3 511.2 505.9 466.8 471.5 513.2 508.7 453.9
7 Crushed Sand 576.8 534.2 525.8 520.3 396.7 400.8 402.2 523.2 385.8
8 River Sand 310.2 287.3 282.8 279.8 396.6 400.7 402.1 281.4 385.7
9 Admixture 1.70 2.45 2.59 2.66 3.20 3.10 2.31 3.12 6.12
Contractor Represantative Authoriy Engineer's Represantive
Construction of 4 Laning of Indore To Raghav Garh Section of NH-59 (Indore-Harda
Project package-1 Stretch) from MR-10 Junction on NH-3 Bypass Ch.-0.250 to Raghav Garh
26.903(Design Length = 26.653 KM) under Bharatmala Pariyojana A Phase-I (Economic
Corridor) in the State of Madhya Pradesh on EPC Mode.

Client National Highway Authority Of India

Authority Engineer M/s L N Malviya Infra Projects Pvt. Ltd. In Association with ICSC
EPC Contractor M/s P. D. Agrawal Infrastucture Ltd.

MOISTURE CORRECTION

Date 25/2/2024 Temprature 20.0⁰ C Humidity 37%

Total Moisture content in Aggregate %
Type of Water Absorption Free Water
Sr. No Wt. of Wet Wt. of Dry Moisture Content (%) content (%)
material
Aggregate Aggregate (%)

1 20 mm 500 495.0 1.010 1.37 -0.360

2 10 mm 500 494.5 1.112 1.37 -0.258
Crushed
3 500 485.0 3.093 1.37 1.723
Sand
4 River Sand 500 485.5 2.987 1.30 1.687

Adjusted Weight after Moisture Correction in kg

Contractor Represantative Authoriy Engineer's Represantive

Construction of 4 Laning of Indore To Raghav Garh Section of NH-59 (Indore-Harda
Project package-1 Stretch) from MR-10 Junction on NH-3 Bypass Ch.-0.250 to Raghav Garh
26.903(Design Length = 26.653 KM) under Bharatmala Pariyojana A Phase-I (Economic
Corridor) in the State of Madhya Pradesh on EPC Mode.

Client National Highway Authority Of India

Authority Engineer M/s L N Malviya Infra Projects Pvt. Ltd. In Association with ICSC
EPC Contractor M/s P. D. Agrawal Infrastucture Ltd.

MOISTURE CORRECTION

Date 24/2/2024 Temprature 19.9⁰ C Humidity 39%

Total Moisture content in Aggregate %
Type of Water Absorption Free Water
Sr. No Wt. of Wet Wt. of Dry Moisture Content (%) content (%)
material
Aggregate Aggregate (%)

1 20 mm 500 495.0 1.010 1.37 -0.360

2 10 mm 500 494.5 1.112 1.37 -0.258
Crushed
3 Sand 500 485.5 2.987 1.37 1.617
4 River Sand 500 485.0 3.093 1.30 1.793

Adjusted Weight after Moisture Correction in kg

Contractor Represantative Authoriy Engineer's Represantive

Client National Highway Authority Of India

Authority Engineer M/s L N Malviya Infra Projects Pvt. Ltd. In Association with ICSC
EPC Contractor M/s P. D. Agrawal Infrastucture Ltd.

MOISTURE CORRECTION

Date 23/2/2024 Temprature 21.8⁰ C Humidity 40%

Total Moisture content in Aggregate %
Type of Water Absorption Free Water
Sr. No Wt. of Wet Wt. of Dry Moisture Content (%) content (%)
material
Aggregate Aggregate (%)

1 20 mm 500 495.5 0.908 1.37 -0.462

2 10 mm 500 495.0 1.010 1.37 -0.360
Crushed
3 Sand 500 485.0 3.093 1.37 1.723
4 River Sand 500 485.5 2.987 1.30 1.687

Adjusted Weight after Moisture Correction in kg

Contractor Represantative Authoriy Engineer's Represantive

Client National Highway Authority Of India

Authority Engineer M/s L N Malviya Infra Projects Pvt. Ltd. In Association with ICSC
EPC Contractor M/s P. D. Agrawal Infrastucture Ltd.

MOISTURE CORRECTION

Date 22/2/2024 Temprature 21.3⁰ C Humidity 44%

Total Moisture content in Aggregate %
Type of Water Absorption Free Water
Sr. No Wt. of Wet Wt. of Dry Moisture Content (%) content (%)
material
Aggregate Aggregate (%)

1 20 mm 500 494.0 1.215 1.37 -0.155

2 10 mm 500 495.5 0.908 1.37 -0.462
Crushed
3 Sand 500 485.0 3.093 1.37 1.723
4 River Sand 500 484.5 3.199 1.30 1.899

Adjusted Weight after Moisture Correction in kg

Contractor Represantative Authoriy Engineer's Represantive

Client National Highway Authority Of India

Authority Engineer M/s L N Malviya Infra Projects Pvt. Ltd. In Association with ICSC
EPC Contractor M/s P. D. Agrawal Infrastucture Ltd.

MOISTURE CORRECTION

Date 21/2/2024 Temprature 22.3⁰ C Humidity 39%

Total Moisture content in Aggregate %
Type of Water Absorption Free Water
Sr. No Wt. of Wet Wt. of Dry Moisture Content (%) content (%)
material
Aggregate Aggregate (%)

1 20 mm 500 494.0 1.215 1.37 -0.155

2 10 mm 500 495.0 1.010 1.37 -0.360
Crushed
3 Sand 500 484.0 3.306 1.37 1.936
4 River Sand 500 485.0 3.093 1.30 1.793

Adjusted Weight after Moisture Correction in kg

Contractor Represantative Authoriy Engineer's Represantive

Client National Highway Authority Of India

Authority Engineer M/s L N Malviya Infra Projects Pvt. Ltd. In Association with ICSC
EPC Contractor M/s P. D. Agrawal Infrastucture Ltd.

MOISTURE CORRECTION

Date 20/2/2024 Temprature 23.1⁰ C Humidity 37%

Total Moisture content in Aggregate %
Type of Water Absorption Free Water
Sr. No Wt. of Wet Wt. of Dry Moisture Content (%) content (%)
material
Aggregate Aggregate (%)

1 20 mm 500 494.5 1.112 1.37 -0.258

2 10 mm 500 494.5 1.112 1.37 -0.258
Crushed
3 Sand 500 485.0 3.093 1.37 1.723
4 River Sand 500 484.5 3.199 1.30 1.899

Adjusted Weight after Moisture Correction in kg

Contractor Represantative Authoriy Engineer's Represantive

Client National Highway Authority Of India

Authority Engineer M/s L N Malviya Infra Projects Pvt. Ltd. In Association with ICSC
EPC Contractor M/s P. D. Agrawal Infrastucture Ltd.

MOISTURE CORRECTION

Date 19/2/2024 Temprature 23.7⁰ C Humidity 44%

Total Moisture content in Aggregate %
Type of Water Absorption Free Water
Sr. No Wt. of Wet Wt. of Dry Moisture Content (%) content (%)
material
Aggregate Aggregate (%)

1 20 mm 500 494.0 1.215 1.37 -0.155

2 10 mm 500 495.0 1.010 1.37 -0.360
Crushed
3 Sand 500 484.0 3.306 1.37 1.936
4 River Sand 500 485.0 3.093 1.30 1.793

Adjusted Weight after Moisture Correction in kg

Contractor Represantative Authoriy Engineer's Represantive

Client National Highway Authority Of India

Authority Engineer M/s L N Malviya Infra Projects Pvt. Ltd. In Association with ICSC
EPC Contractor M/s P. D. Agrawal Infrastucture Ltd.

MOISTURE CORRECTION

Date 18/2/2024 Temprature 23.2⁰ C Humidity 42%

Total Moisture content in Aggregate %
Type of Water Absorption Free Water
Sr. No Wt. of Wet Wt. of Dry Moisture Content (%) content (%)
material
Aggregate Aggregate (%)

1 20 mm 500 494.0 1.215 1.37 -0.155

2 10 mm 500 495.0 1.010 1.37 -0.360
Crushed
3 Sand 500 483.0 3.520 1.37 2.150
4 River Sand 500 485.5 2.987 1.30 1.687

Adjusted Weight after Moisture Correction in kg

Contractor Represantative Authoriy Engineer's Represantive

Client National Highway Authority Of India

Authority Engineer M/s L N Malviya Infra Projects Pvt. Ltd. In Association with ICSC
EPC Contractor M/s P. D. Agrawal Infrastucture Ltd.

MOISTURE CORRECTION

Date 15/2/2024 Temprature 20.8⁰ C Humidity 49%

Total Moisture content in Aggregate %
Type of Water Absorption Free Water
Sr. No Wt. of Wet Wt. of Dry Moisture Content (%) content (%)
material
Aggregate Aggregate (%)

1 20 mm 500 495.0 1.010 1.37 -0.360

2 10 mm 500 494.5 1.112 1.37 -0.258
Crushed
3 Sand 500 482.0 3.734 1.37 2.364
4 River Sand 500 486.5 2.775 1.30 1.475

Adjusted Weight after Moisture Correction in kg

Contractor Represantative Authoriy Engineer's Represantive

Client National Highway Authority Of India

Authority Engineer M/s L N Malviya Infra Projects Pvt. Ltd. In Association with ICSC
EPC Contractor M/s P. D. Agrawal Infrastucture Ltd.

MOISTURE CORRECTION

Date 17/2/2024 Temprature 21.7⁰ C Humidity 46%

Total Moisture content in Aggregate %
Type of Water Absorption Free Water
Sr. No Wt. of Wet Wt. of Dry Moisture Content (%) content (%)
material
Aggregate Aggregate (%)

1 20 mm 500 494.5 1.112 1.37 -0.258

2 10 mm 500 495.0 1.010 1.37 -0.360
Crushed
3 Sand 500 482.5 3.627 1.37 2.257
4 River Sand 500 486.0 2.881 1.30 1.581

Adjusted Weight after Moisture Correction in kg

Contractor Represantative Authoriy Engineer's Represantive

Client National Highway Authority Of India

Authority Engineer M/s L N Malviya Infra Projects Pvt. Ltd. In Association with ICSC
EPC Contractor M/s P. D. Agrawal Infrastucture Ltd.

MOISTURE CORRECTION

Date 14/2/2024 Temprature 23.4⁰ C Humidity 50%

Total Moisture content in Aggregate %
Type of Water Absorption Free Water
Sr. No Wt. of Wet Wt. of Dry Moisture Content (%) content (%)
material
Aggregate Aggregate (%)

1 20 mm 500 495.5 0.908 1.37 -0.462

2 10 mm 500 494.0 1.215 1.37 -0.155
Crushed
3 Sand 500 482.0 3.734 1.37 2.364
4 River Sand 500 486.0 2.881 1.30 1.581

Adjusted Weight after Moisture Correction in kg

Contractor Represantative Authoriy Engineer's Represantive

Client National Highway Authority Of India

Authority Engineer M/s L N Malviya Infra Projects Pvt. Ltd. In Association with ICSC
EPC Contractor M/s P. D. Agrawal Infrastucture Ltd.

MOISTURE CORRECTION

Date 13/2/2024 Temprature 21.2⁰ C Humidity 51%

Total Moisture content in Aggregate %
Type of Water Absorption Free Water
Sr. No Wt. of Wet Wt. of Dry Moisture Content (%) content (%)
material
Aggregate Aggregate (%)

1 20 mm 500 496.0 0.806 1.37 -0.564

2 10 mm 500 494.0 1.215 1.37 -0.155
Crushed
3 Sand 500 482.0 3.734 1.37 2.364
4 River Sand 500 485.0 3.093 1.30 1.793

Adjusted Weight after Moisture Correction in kg

Contractor Represantative Authoriy Engineer's Represantive

Client National Highway Authority Of India

Authority Engineer M/s L N Malviya Infra Projects Pvt. Ltd. In Association with ICSC
EPC Contractor M/s P. D. Agrawal Infrastucture Ltd.

MOISTURE CORRECTION

Date 12/2/2024 Temprature 19.3⁰ C Humidity 46%

Total Moisture content in Aggregate %
Type of Water Absorption Free Water
Sr. No Wt. of Wet Wt. of Dry Moisture Content (%) content (%)
material
Aggregate Aggregate (%)

1 20 mm 500 494.5 1.112 1.37 -0.258

2 10 mm 500 494.0 1.215 1.37 -0.155
Crushed
3 Sand 500 482.0 3.734 1.37 2.364
4 River Sand 500 485.5 2.987 1.30 1.687

Adjusted Weight after Moisture Correction in kg

Contractor Represantative Authoriy Engineer's Represantive

Client National Highway Authority Of India

Authority Engineer M/s L N Malviya Infra Projects Pvt. Ltd. In Association with ICSC
EPC Contractor M/s P. D. Agrawal Infrastucture Ltd.

MOISTURE CORRECTION

Date 11/2/2024 Temprature 19.5⁰ C Humidity 42%

Total Moisture content in Aggregate %
Type of Water Absorption Free Water
Sr. No Wt. of Wet Wt. of Dry Moisture Content (%) content (%)
material
Aggregate Aggregate (%)

1 20 mm 500 495.0 1.010 1.37 -0.360

2 10 mm 500 494.0 1.215 1.37 -0.155
Crushed
3 Sand 500 481.5 3.842 1.37 2.472
4 River Sand 500 486.0 2.881 1.30 1.581

Adjusted Weight after Moisture Correction in kg

Contractor Represantative Authoriy Engineer's Represantive

Client National Highway Authority Of India

Authority Engineer M/s L N Malviya Infra Projects Pvt. Ltd. In Association with ICSC
EPC Contractor M/s P. D. Agrawal Infrastucture Ltd.

MOISTURE CORRECTION

Date 10/2/2024 Temprature 18.5⁰ C Humidity 41%

Total Moisture content in Aggregate %
Type of Water Absorption Free Water
Sr. No Wt. of Wet Wt. of Dry Moisture Content (%) content (%)
material
Aggregate Aggregate (%)

1 20 mm 500 495.5 0.908 1.37 -0.462

2 10 mm 500 494.0 1.215 1.37 -0.155
Crushed
3 Sand 500 482.5 3.627 1.37 2.257
4 River Sand 500 486.0 2.881 1.30 1.581

-
Sr. No M-35 M-35 RE M-50
Type of material M-15 - M-30 M-35 RCC M-35 PILE
GIRDER WALL
M-40 RCC
PSC
1 Cement 250 - 370.0 380 400 390 385 390 440
2 Microsilica 31
3 Fly Ash 0 0.0 0.0 0 0 0 0 0 0
4 Water 125.0 150.5 155.4 159.6 156.0 152.1 150.2 152.1 146.0
5 20mm 744.3 689.3 678.5 671.5 701.3 708.4 673.0 675.2 682.0
6 10mm 561.6 520.1 512.0 506.7 467.5 472.2 514.0 509.5 454.6
7 Crushed Sand 566.4 524.6 516.4 511.0 389.6 393.6 395.0 513.8 378.9
8 River Sand 304.7 282.2 277.8 274.9 389.6 393.6 395.0 276.4 378.9
9 Admixture 1.70 2.45 2.59 2.66 3.20 3.10 2.31 3.12 6.12

Adjusted Weight after Moisture Correction in kg

Sr. No M-35 M-35 M-50
Type of material M-15 M-25 M-30 M-35 RCC M-35 PILE
GIRDER RE WALL
M-40 RCC
PSC
1 Cement 250 - 370 380 400 390 385 390 440
2 Microsilica 31
3 Fly Ash 0 0 0 0 0 0 0 0 0
4 Water 111.7 138.2 143.3 147.6 145.0 141.0 138.9 140.0 135.3
5 20mm 740.9 686.1 675.4 668.4 698.1 705.1 669.9 672.1 678.9
6 10mm 560.7 519.3 511.2 505.9 466.8 471.5 513.2 508.7 453.9
7 Crushed Sand 579.2 536.4 528.1 522.5 398.4 402.5 403.9 525.4 387.5
8 River Sand 309.5 286.7 282.2 279.2 395.8 399.8 401.2 280.8 384.9
9 Admixture 1.70 2.45 2.59 2.66 3.20 3.10 2.31 3.12 6.12

Contractor Represantative Authoriy Engineer's Represantive

Client National Highway Authority Of India

Authority Engineer M/s L N Malviya Infra Projects Pvt. Ltd. In Association with ICSC
EPC Contractor M/s P. D. Agrawal Infrastucture Ltd.

MOISTURE CORRECTION

Date 9/2/2024 Temprature 20.5⁰ C Humidity 38%

Total Moisture content in Aggregate %
Type of Water Absorption Free Water
Sr. No Wt. of Wet Wt. of Dry Moisture Content (%) content (%)
material
Aggregate Aggregate (%)

1 20 mm 500 495.0 1.010 1.37 -0.360

2 10 mm 500 494.0 1.215 1.37 -0.155
Crushed
3 Sand 500 483.0 3.520 1.37 2.150
4 River Sand 500 486.0 2.881 1.30 1.581

SSD Weight as per Mix Design in kg

Sr. No M-35 M-35 RE M-50
Type of material M-15 M-25 M-30 M-35 RCC M-35 PILE
GIRDER WALL
M-40 RCC
PSC
1 Cement 250 350.0 370.0 380 400 390 385 390 440
2 Microsilica 31
3 Fly Ash 0 0.0 0.0 0 0 0 0 0 0
4 Water 125.0 150.5 155.4 159.6 156.0 152.1 150.2 152.1 146.0
5 20mm 744.3 689.3 678.5 671.5 701.3 708.4 673.0 675.2 682.0
6 10mm 561.6 520.1 512.0 506.7 467.5 472.2 514.0 509.5 454.6
7 Crushed Sand 566.4 524.6 516.4 511.0 389.6 393.6 395.0 513.8 378.9
8 River Sand 304.7 282.2 277.8 274.9 389.6 393.6 395.0 276.4 378.9
9 Admixture 1.70 2.45 2.59 2.66 3.20 3.10 2.31 3.12 6.12

Adjusted Weight after Moisture Correction in kg

Contractor Represantative Authoriy Engineer's Represantive

Client National Highway Authority Of India

Authority Engineer M/s L N Malviya Infra Projects Pvt. Ltd. In Association with ICSC
EPC Contractor M/s P. D. Agrawal Infrastucture Ltd.

MOISTURE CORRECTION

Date 6/2/2024 Temprature 23.4⁰ C Humidity 48%

Total Moisture content in Aggregate %
Type of Water Absorption Free Water
Sr. No Wt. of Wet Wt. of Dry Moisture Content (%) content (%)
material
Aggregate Aggregate (%)

1 20 mm 500 496.0 0.806 1.37 -0.564

2 10 mm 500 494.5 1.112 1.37 -0.258
Crushed
3 Sand 500 483.5 3.413 1.37 2.043
4 River Sand 500 484.0 3.306 1.30 2.006

SSD Weight as per Mix Design in kg

Adjusted Weight after Moisture Correction in kg

Contractor Represantative Authoriy Engineer's Represantive

Client National Highway Authority Of India

Authority Engineer M/s L N Malviya Infra Projects Pvt. Ltd. In Association with ICSC
EPC Contractor M/s P. D. Agrawal Infrastucture Ltd.

MOISTURE CORRECTION

Date 5/2/2024 Temprature 24.3⁰ C Humidity 42%

Total Moisture content in Aggregate %
Type of Water Absorption Free Water
Sr. No Wt. of Wet Wt. of Dry Moisture Content (%) content (%)
material
Aggregate Aggregate (%)

1 20 mm 500 495.5 0.908 1.37 -0.462

2 10 mm 500 494.0 1.215 1.37 -0.155
Crushed
3 Sand 500 483.0 3.520 1.37 2.150
4 River Sand 500 485.5 2.987 1.30 1.687

SSD Weight as per Mix Design in kg

Adjusted Weight after Moisture Correction in kg

Contractor Represantative Authoriy Engineer's Represantive

Client National Highway Authority Of India

Authority Engineer M/s L N Malviya Infra Projects Pvt. Ltd. In Association with ICSC
EPC Contractor M/s P. D. Agrawal Infrastucture Ltd.

MOISTURE CORRECTION

Date 4/2/2024 Temprature 23.1⁰ C Humidity 42%

Total Moisture content in Aggregate %
Type of Water Absorption Free Water
Sr. No Wt. of Wet Wt. of Dry Moisture Content (%) content (%)
material
Aggregate Aggregate (%)

1 20 mm 500 495.5 0.908 1.37 -0.462

2 10 mm 500 494.0 1.215 1.37 -0.155
Crushed
3 Sand 500 483.5 3.413 1.37 2.043
4 River Sand 500 486.0 2.881 1.30 1.581

SSD Weight as per Mix Design in kg

Adjusted Weight after Moisture Correction in kg

Contractor Represantative Authoriy Engineer's Represantive

Client National Highway Authority Of India

Authority Engineer M/s L N Malviya Infra Projects Pvt. Ltd. In Association with ICSC
EPC Contractor M/s P. D. Agrawal Infrastucture Ltd.

MOISTURE CORRECTION

Date 3/2/2024 Temprature 22.9⁰ C Humidity 42%

Total Moisture content in Aggregate %
Type of Water Absorption Free Water
Sr. No Wt. of Wet Wt. of Dry Moisture Content (%) content (%)
material
Aggregate Aggregate (%)

1 20 mm 500 497.0 0.604 1.37 -0.766

2 10 mm 500 494.5 1.112 1.37 -0.258
Crushed
3 Sand 500 484.0 3.306 1.37 1.936
4 River Sand 500 487.5 2.564 1.30 1.264

SSD Weight as per Mix Design in kg

Adjusted Weight after Moisture Correction in kg

Contractor Represantative Authoriy Engineer's Represantive

Client National Highway Authority Of India

Authority Engineer M/s L N Malviya Infra Projects Pvt. Ltd. In Association with ICSC
EPC Contractor M/s P. D. Agrawal Infrastucture Ltd.

MOISTURE CORRECTION

Date 2/2/2024 Temprature 21.8⁰ C Humidity 51%

Total Moisture content in Aggregate %
Type of Water Absorption Free Water
Sr. No Wt. of Wet Wt. of Dry Moisture Content (%) content (%)
material
Aggregate Aggregate (%)

1 20 mm 500 497.5 0.503 1.37 -0.867

2 10 mm 500 493.5 1.317 1.37 -0.053
Crushed
3 Sand 500 484.5 3.199 1.37 1.829
4 River Sand 500 487.5 2.564 1.30 1.264

SSD Weight as per Mix Design in kg

Adjusted Weight after Moisture Correction in kg

Contractor Represantative Authoriy Engineer's Represantive

Client National Highway Authority Of India

Authority Engineer M/s L N Malviya Infra Projects Pvt. Ltd. In Association with ICSC
EPC Contractor M/s P. D. Agrawal Infrastucture Ltd.

MOISTURE CORRECTION

Date 1/2/2024 Temprature 22.0⁰ C Humidity 46%

Total Moisture content in Aggregate %
Type of Water Absorption Free Water
Sr. No Wt. of Wet Wt. of Dry Moisture Content (%) content (%)
material
Aggregate Aggregate (%)

1 20 mm 500 496.5 0.705 1.37 -0.665

2 10 mm 500 494.5 1.112 1.37 -0.258
Crushed
3 Sand 500 484.5 3.199 1.37 1.829
4 River Sand 500 488.5 2.354 1.30 1.054

SSD Weight as per Mix Design in kg

Adjusted Weight after Moisture Correction in kg

Contractor Represantative Authoriy Engineer's Represantive

Client National Highway Authority Of India

Authority Engineer M/s L N Malviya Infra Projects Pvt. Ltd. In Association with ICSC
EPC Contractor M/s P. D. Agrawal Infrastucture Ltd.

MOISTURE CORRECTION

Date 31/1/2024 Temprature 22.1⁰ C Humidity 41%

Total Moisture content in Aggregate %
Type of Water Absorption Free Water
Sr. No Wt. of Wet Wt. of Dry Moisture Content (%) content (%)
material
Aggregate Aggregate (%)

1 20 mm 500 495.5 0.908 1.37 -0.462

2 10 mm 500 494.5 1.112 1.37 -0.258
Crushed
3 Sand 500 484.5 3.199 1.37 1.829
4 River Sand 500 489.5 2.145 1.30 0.845

SSD Weight as per Mix Design in kg

Adjusted Weight after Moisture Correction in kg

Contractor Represantative Authoriy Engineer's Represantive

Client National Highway Authority Of India

Authority Engineer M/s L N Malviya Infra Projects Pvt. Ltd. In Association with ICSC
EPC Contractor M/s P. D. Agrawal Infrastucture Ltd.

MOISTURE CORRECTION

Date 29/1/2024 Temprature 20.7⁰ C Humidity 41%

Total Moisture content in Aggregate %
Type of Water Absorption Free Water
Sr. No Wt. of Wet Wt. of Dry Moisture Content (%) content (%)
material
Aggregate Aggregate (%)

1 20 mm 500 499.5 0.100 1.37 -1.270

2 10 mm 500 495.5 0.908 1.37 -0.462
Crushed
3 Sand 500 485.5 2.987 1.37 1.617
4 River Sand 500 489.5 2.145 1.30 0.845

SSD Weight as per Mix Design in kg

Adjusted Weight after Moisture Correction in kg

Contractor Represantative Authoriy Engineer's Represantive

Client National Highway Authority Of India

Authority Engineer M/s L N Malviya Infra Projects Pvt. Ltd. In Association with ICSC
EPC Contractor M/s P. D. Agrawal Infrastucture Ltd.

MOISTURE CORRECTION

Date 28/1/2024 Temprature 21.0⁰ C Humidity 36%

Total Moisture content in Aggregate %
Type of Water Absorption Free Water
Sr. No Wt. of Wet Wt. of Dry Moisture Content (%) content (%)
material
Aggregate Aggregate (%)

1 20 mm 500 499.5 0.100 1.37 -1.270

2 10 mm 500 495.5 0.908 1.37 -0.462
Crushed
3 Sand 500 485.5 2.987 1.37 1.617
4 River Sand 500 487.5 2.564 1.30 1.264

SSD Weight as per Mix Design in kg

Adjusted Weight after Moisture Correction in kg

Contractor Represantative Authoriy Engineer's Represantive

Client National Highway Authority Of India

Authority Engineer M/s L N Malviya Infra Projects Pvt. Ltd. In Association with ICSC
EPC Contractor M/s P. D. Agrawal Infrastucture Ltd.

MOISTURE CORRECTION

Date 25/1/2024 Temprature 19.4⁰ C Humidity 38%

Total Moisture content in Aggregate %
Type of Water Absorption Free Water
Sr. No Wt. of Wet Wt. of Dry Moisture Content (%) content (%)
material
Aggregate Aggregate (%)

1 20 mm 500 496.5 0.705 1.37 -0.665

2 10 mm 500 495.5 0.908 1.37 -0.462
Crushed
3 Sand 500 485.5 2.987 1.37 1.617
4 River Sand 500 487.5 2.564 1.30 1.264

SSD Weight as per Mix Design in kg

Adjusted Weight after Moisture Correction in kg

Contractor Represantative Authoriy Engineer's Represantive

Client National Highway Authority Of India

Authority Engineer M/s L N Malviya Infra Projects Pvt. Ltd. In Association with ICSC
EPC Contractor M/s P. D. Agrawal Infrastucture Ltd.

MOISTURE CORRECTION

Date 22/1/2024 Temprature 19.1⁰ C Humidity 41%

Total Moisture content in Aggregate %
Type of Water Absorption Free Water
Sr. No Wt. of Wet Wt. of Dry Moisture Content (%) content (%)
material
Aggregate Aggregate (%)

1 20 mm 500 496.5 0.705 1.37 -0.665

2 10 mm 500 494.0 1.215 1.37 -0.155
Crushed
3 Sand 500 485.5 2.987 1.37 1.617
4 River Sand 500 487.5 2.564 1.30 1.264

SSD Weight as per Mix Design in kg

Adjusted Weight after Moisture Correction in kg

Contractor Represantative Authoriy Engineer's Represantive

Client National Highway Authority Of India

Authority Engineer M/s L N Malviya Infra Projects Pvt. Ltd. In Association with ICSC
EPC Contractor M/s P. D. Agrawal Infrastucture Ltd.

MOISTURE CORRECTION

Date 21/1/2024 Temprature 18.0⁰ C Humidity 48%

Total Moisture content in Aggregate %
Type of Water Absorption Free Water
Sr. No Wt. of Wet Wt. of Dry Moisture Content (%) content (%)
material
Aggregate Aggregate (%)

1 20 mm 500 496.5 0.705 1.37 -0.665

2 10 mm 500 494.0 1.215 1.37 -0.155
Crushed
3 Sand 500 484.5 3.199 1.37 1.829
4 River Sand 500 487.5 2.564 1.30 1.264

SSD Weight as per Mix Design in kg

Adjusted Weight after Moisture Correction in kg

Contractor Represantative Authoriy Engineer's Represantive

Client National Highway Authority Of India

Authority Engineer M/s L N Malviya Infra Projects Pvt. Ltd. In Association with ICSC
EPC Contractor M/s P. D. Agrawal Infrastucture Ltd.

MOISTURE CORRECTION

Date 20/1/2024 Temprature 19.1⁰ C Humidity 46%

Total Moisture content in Aggregate %
Type of Water Absorption Free Water
Sr. No Wt. of Wet Wt. of Dry Moisture Content (%) content (%)
material
Aggregate Aggregate (%)

1 20 mm 500 495.5 0.908 1.37 -0.462

2 10 mm 500 494.0 1.215 1.37 -0.155
Crushed
3 Sand 500 484.5 3.199 1.37 1.829
4 River Sand 500 #VALUE! 1.30 #VALUE!

SSD Weight as per Mix Design in kg

Adjusted Weight after Moisture Correction in kg

Sr. No M-35 M-35 M-50
Type of material M-15 M-25 M-30 M-35 RCC M-35 PILE
GIRDER RE WALL
M-40 RCC
PSC
1 Cement 250 350 370 380 400 390 385 390 440
2 Microsilica 31
3 Fly Ash 0 0 0 0 0 0 0 0 0
4 Water #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE!
5 20mm 740.9 686.1 675.4 668.4 698.1 705.1 669.9 672.1 678.9
6 10mm 560.7 519.3 511.2 505.9 466.8 471.5 513.2 508.7 453.9
7 Crushed Sand 576.8 534.2 525.8 520.3 396.7 400.8 402.2 523.2 385.8
8 River Sand #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE!
9 Admixture 1.70 2.45 2.59 2.66 3.20 3.10 2.31 3.12 6.12

Contractor Represantative Authoriy Engineer's Represantive

Client National Highway Authority Of India

Authority Engineer M/s L N Malviya Infra Projects Pvt. Ltd. In Association with ICSC
EPC Contractor M/s P. D. Agrawal Infrastucture Ltd.

MOISTURE CORRECTION

Date 19/1/2024 Temprature 18.7⁰ C Humidity 43%

Total Moisture content in Aggregate %
Type of Water Absorption Free Water
Sr. No Wt. of Wet Wt. of Dry Moisture Content (%) content (%)
material
Aggregate Aggregate (%)

1 20 mm 500 496.0 0.806 1.37 -0.564

2 10 mm 500 494.5 1.112 1.37 -0.258
Crushed
3 Sand 500 485.0 3.093 1.37 1.723
4 River Sand 500 487.0 2.669 1.30 1.369

SSD Weight as per Mix Design in kg

Adjusted Weight after Moisture Correction in kg

Contractor Represantative Authoriy Engineer's Represantive

Client National Highway Authority Of India

Authority Engineer M/s L N Malviya Infra Projects Pvt. Ltd. In Association with ICSC
EPC Contractor M/s P. D. Agrawal Infrastucture Ltd.

MOISTURE CORRECTION

Date 18/1/2024 Temprature 20.7⁰ C Humidity 51%

Total Moisture content in Aggregate %
Type of Water Absorption Free Water
Sr. No Wt. of Wet Wt. of Dry Moisture Content (%) content (%)
material
Aggregate Aggregate (%)

1 20 mm 500 496.0 0.806 1.37 -0.564

2 10 mm 500 494.0 1.215 1.37 -0.155
Crushed
3 Sand 500 485.0 3.093 1.37 1.723
4 River Sand 500 486.5 2.775 1.30 1.475

SSD Weight as per Mix Design in kg

Adjusted Weight after Moisture Correction in kg

Contractor Represantative Authoriy Engineer's Represantive

Client National Highway Authority Of India

Authority Engineer M/s L N Malviya Infra Projects Pvt. Ltd. In Association with ICSC
EPC Contractor M/s P. D. Agrawal Infrastucture Ltd.

MOISTURE CORRECTION

Date 17/1/2024 Temprature 20.3⁰ C Humidity 50%

Total Moisture content in Aggregate %
Type of Water Absorption Free Water
Sr. No Wt. of Wet Wt. of Dry Moisture Content (%) content (%)
material
Aggregate Aggregate (%)

1 20 mm 500 496.0 0.806 1.37 -0.564

2 10 mm 500 494.0 1.215 1.37 -0.155
Crushed
3 Sand 500 485.0 3.093 1.37 1.723
4 River Sand 500 487.0 2.669 1.30 1.369

SSD Weight as per Mix Design in kg

Adjusted Weight after Moisture Correction in kg

Contractor Represantative Authoriy Engineer's Represantive

Client National Highway Authority Of India

Authority Engineer M/s L N Malviya Infra Projects Pvt. Ltd. In Association with ICSC
EPC Contractor M/s P. D. Agrawal Infrastucture Ltd.

MOISTURE CORRECTION

Date 16/1/2024 Temprature 21.2⁰ C Humidity 48%

Total Moisture content in Aggregate %
Type of Water Absorption Free Water
Sr. No Wt. of Wet Wt. of Dry Moisture Content (%) content (%)
material
Aggregate Aggregate (%)

1 20 mm 500 496.5 0.705 1.37 -0.665

2 10 mm 500 494.0 1.215 1.37 -0.155
Crushed
3 Sand 500 483.5 3.413 1.37 2.043
4 River Sand 500 486.0 2.881 1.30 1.581

SSD Weight as per Mix Design in kg

Adjusted Weight after Moisture Correction in kg

Contractor Represantative Authoriy Engineer's Represantive

Client National Highway Authority Of India

Authority Engineer M/s L N Malviya Infra Projects Pvt. Ltd. In Association with ICSC
EPC Contractor M/s P. D. Agrawal Infrastucture Ltd.

MOISTURE CORRECTION

Date 15/1/2024 Temprature 20.7⁰ C Humidity 49%

Total Moisture content in Aggregate %
Type of Water Absorption Free Water
Sr. No Wt. of Wet Wt. of Dry Moisture Content (%) content (%)
material
Aggregate Aggregate (%)

1 20 mm 500 496 0.806 1.37 -0.564

2 10 mm 500 494.5 1.112 1.37 -0.258
Crushed
3 Sand 500 483 3.520 1.37 2.150
4 River Sand 500 486 2.881 1.30 1.581

SSD Weight as per Mix Design in kg

Adjusted Weight after Moisture Correction in kg

Contractor Represantative Authoriy Engineer's Represantive

Client National Highway Authority Of India

Authority Engineer M/s L N Malviya Infra Projects Pvt. Ltd. In Association with ICSC
EPC Contractor M/s P. D. Agrawal Infrastucture Ltd.

MOISTURE CORRECTION

Date 14/1/2024 Temprature 22.6⁰ C Humidity 53%

Total Moisture content in Aggregate %
Type of Water Absorption Free Water
Sr. No Wt. of Wet Wt. of Dry Moisture Content (%) content (%)
material
Aggregate Aggregate (%)

1 20 mm 500 496.0 0.806 1.37 -0.564

2 10 mm 500 494.0 1.215 1.37 -0.155
Crushed
3 Sand 500 483.0 3.520 1.37 2.150
4 River Sand 500 485.0 3.093 1.30 1.793

SSD Weight as per Mix Design in kg

Adjusted Weight after Moisture Correction in kg

Contractor Represantative Authoriy Engineer's Represantive

Client National Highway Authority Of India

Authority Engineer M/s L N Malviya Infra Projects Pvt. Ltd. In Association with ICSC
EPC Contractor M/s P. D. Agrawal Infrastucture Ltd.

MOISTURE CORRECTION

Date 13/1/2024 Temprature 21.8⁰ C Humidity 52%

Total Moisture content in Aggregate %
Type of Water Absorption Free Water
Sr. No Wt. of Wet Wt. of Dry Moisture Content (%) content (%)
material
Aggregate Aggregate (%)

1 20 mm 500 496.5 0.705 1.37 -0.665

2 10 mm 500 493.5 1.317 1.37 -0.053
Crushed
3 Sand 500 482.5 3.627 1.37 2.257
4 River Sand 500 485.0 3.093 1.30 1.793

SSD Weight as per Mix Design in kg

Adjusted Weight after Moisture Correction in kg

Contractor Represantative Authoriy Engineer's Represantive

Client National Highway Authority Of India

Authority Engineer M/s L N Malviya Infra Projects Pvt. Ltd. In Association with ICSC
EPC Contractor M/s P. D. Agrawal Infrastucture Ltd.

MOISTURE CORRECTION

Date 12/1/2024 Temprature 21.7⁰ C Humidity 63%

Total Moisture content in Aggregate %
Type of Water Absorption Free Water
Sr. No Wt. of Wet Wt. of Dry Moisture Content (%) content (%)
material
Aggregate Aggregate (%)

1 20 mm 500 496.0 0.806 1.37 -0.564

2 10 mm 500 493.0 1.420 1.37 0.050
Crushed
3 Sand 500 482.0 3.734 1.37 2.364
4 River Sand 500 484.5 3.199 1.30 1.899

SSD Weight as per Mix Design in kg

Adjusted Weight after Moisture Correction in kg

Contractor Represantative Authoriy Engineer's Represantive

Client National Highway Authority Of India

Authority Engineer M/s L N Malviya Infra Projects Pvt. Ltd. In Association with ICSC
EPC Contractor M/s P. D. Agrawal Infrastucture Ltd.

MOISTURE CORRECTION

Date 11/1/2024 Temprature 20.4⁰ C Humidity 66%

Total Moisture content in Aggregate %
Type of Water Absorption Free Water
Sr. No Wt. of Wet Wt. of Dry Moisture Content (%) content (%)
material
Aggregate Aggregate (%)

1 20 mm 500 495.5 0.908 1.37 -0.462

2 10 mm 500 492.0 1.626 1.37 0.256
Crushed
3 Sand 500 481.5 3.842 1.37 2.472
4 River Sand 500 485.0 3.093 1.30 1.793

SSD Weight as per Mix Design in kg

Adjusted Weight after Moisture Correction in kg

Contractor Represantative Authoriy Engineer's Represantive

Client National Highway Authority Of India

Authority Engineer M/s L N Malviya Infra Projects Pvt. Ltd. In Association with ICSC
EPC Contractor M/s P. D. Agrawal Infrastucture Ltd.

MOISTURE CORRECTION

Date 10/1/2024 Temprature 20.6⁰ C Humidity 62%

Total Moisture content in Aggregate %
Type of Water Absorption Free Water
Sr. No Wt. of Wet Wt. of Dry Moisture Content (%) content (%)
material
Aggregate Aggregate (%)

1 20 mm 500 495.5 0.908 1.37 -0.462

2 10 mm 500 493.0 1.420 1.37 0.050
Crushed
3 Sand 500 482.0 3.734 1.37 2.364
4 River Sand 500 485.5 2.987 1.30 1.687

SSD Weight as per Mix Design in kg

Adjusted Weight after Moisture Correction in kg

Contractor Represantative Authoriy Engineer's Represantive

Client National Highway Authority Of India

Authority Engineer M/s L N Malviya Infra Projects Pvt. Ltd. In Association with ICSC
EPC Contractor M/s P. D. Agrawal Infrastucture Ltd.

MOISTURE CORRECTION

Date 9/1/2024 Temprature 22.4⁰ C Humidity 63%

Total Moisture content in Aggregate %
Type of Water Absorption Free Water
Sr. No Wt. of Wet Wt. of Dry Moisture Content (%) content (%)
material
Aggregate Aggregate (%)

1 20 mm 500 496.0 0.806 1.37 -0.564

2 10 mm 500 494.0 1.215 1.37 -0.155
Crushed
3 Sand 500 482.5 3.627 1.37 2.257
4 River Sand 500 486.0 2.881 1.30 1.581

SSD Weight as per Mix Design in kg

Adjusted Weight after Moisture Correction in kg

Contractor Represantative Authoriy Engineer's Represantive

Client National Highway Authority Of India

Authority Engineer M/s L N Malviya Infra Projects Pvt. Ltd. In Association with ICSC
EPC Contractor M/s P. D. Agrawal Infrastucture Ltd.

MOISTURE CORRECTION

Date 8/1/2024 Temprature 18.8⁰ C Humidity 70%

Total Moisture content in Aggregate %
Type of Water Absorption Free Water
Sr. No Wt. of Wet Wt. of Dry Moisture Content (%) content (%)
material
Aggregate Aggregate (%)

1 20 mm 500 495.5 0.908 1.37 -0.462

2 10 mm 500 493.5 1.317 1.37 -0.053
Crushed
3 Sand 500 480.5 4.058 1.37 2.688
4 River Sand 500 483.0 3.520 1.30 2.220

SSD Weight as per Mix Design in kg

Adjusted Weight after Moisture Correction in kg

Contractor Represantative Authoriy Engineer's Represantive

Client National Highway Authority Of India

Authority Engineer M/s L N Malviya Infra Projects Pvt. Ltd. In Association with ICSC
EPC Contractor M/s P. D. Agrawal Infrastucture Ltd.

MOISTURE CORRECTION

Date 7/1/2024 Temprature 18.4⁰ C Humidity 70%

Total Moisture content in Aggregate %
Type of Water Absorption Free Water
Sr. No Wt. of Wet Wt. of Dry Moisture Content (%) content (%)
material
Aggregate Aggregate (%)

1 20 mm 500 495.0 1.010 1.37 -0.360

2 10 mm 500 493.5 1.317 1.37 -0.053
Crushed
3 Sand 500 480.0 4.167 1.37 2.797
4 River Sand 500 483.0 3.520 1.30 2.220

SSD Weight as per Mix Design in kg

Adjusted Weight after Moisture Correction in kg

Contractor Represantative Authoriy Engineer's Represantive

Client National Highway Authority Of India

Authority Engineer M/s L N Malviya Infra Projects Pvt. Ltd. In Association with ICSC
EPC Contractor M/s P. D. Agrawal Infrastucture Ltd.

MOISTURE CORRECTION

Date 6/1/2024 Temprature 18.3⁰ C Humidity 67%

Total Moisture content in Aggregate %
Type of Water Absorption Free Water
Sr. No Wt. of Wet Wt. of Dry Moisture Content (%) content (%)
material
Aggregate Aggregate (%)

1 20 mm 500 494.5 1.112 1.37 -0.258

2 10 mm 500 492.0 1.626 1.37 0.256
Crushed
3 Sand 500 479.5 4.275 1.37 2.905
4 River Sand 500 482.0 3.734 1.30 2.434

SSD Weight as per Mix Design in kg

Adjusted Weight after Moisture Correction in kg

Contractor Represantative Authoriy Engineer's Represantive

Client National Highway Authority Of India

Authority Engineer M/s L N Malviya Infra Projects Pvt. Ltd. In Association with ICSC
EPC Contractor M/s P. D. Agrawal Infrastucture Ltd.

MOISTURE CORRECTION

Date 5/1/2024 Temprature 19.3⁰ C Humidity 68%

Total Moisture content in Aggregate %
Type of Water Absorption Free Water
Sr. No Wt. of Wet Wt. of Dry Moisture Content (%) content (%)
material
Aggregate Aggregate (%)

1 20 mm 500 495 1.010 1.37 -0.360

2 10 mm 500 493 1.420 1.37 0.050
Crushed
3 Sand 500 480 4.167 1.37 2.797
4 River Sand 500 481 3.950 1.30 2.650

SSD Weight as per Mix Design in kg

Adjusted Weight after Moisture Correction in kg

Contractor Represantative Authoriy Engineer's Represantive

Client National Highway Authority Of India

Authority Engineer M/s L N Malviya Infra Projects Pvt. Ltd. In Association with ICSC
EPC Contractor M/s P. D. Agrawal Infrastucture Ltd.

MOISTURE CORRECTION

Date 15/1/2024 Temprature 21.9⁰ C Humidity 59%

Total Moisture content in Aggregate %
Type of Water Absorption Free Water
Sr. No Wt. of Wet Wt. of Dry Moisture Content (%) content (%)
material
Aggregate Aggregate (%)

1 20 mm 500 496.5 0.705 1.37 -0.665

2 10 mm 500 495 1.010 1.37 -0.360
Crushed
3 Sand 500 488.5 2.354 1.37 0.984
4 River Sand 500 491 1.833 1.30 0.533

SSD Weight as per Mix Design in kg

Adjusted Weight after Moisture Correction in kg

Contractor Represantative Authoriy Engineer's Represantive

Construction of 4 Laning of Indore To Raghav Garh Section of NH-59 (Indore-Harda package-1
Stretch) from MR-10 Junction on NH-3 Bypass Ch.-0.250 to Raghav Garh 26.903(Design Length
= 26.653 KM) under Bharatmala Pariyojana A Phase-I (Economic Corridor) in the State of 8/5/2023
Project Madhya Pradesh on EPC Mode. Date
Client National Highway Authority Of India Temperature 25'

Authority Engineer M/s L N Malviya Infra Projects Pvt. Ltd. In Association with ICSC
Contractor M/s P. D. Agrawal Infrastucture Ltd. Humidity

MOISTURE CORRECTION FOR M-50 PSC

Total Moisture content in Aggregate %
SSD Wt. as per Mix Water Absorption Net Water Water Corrected Qty.
Sr. Materials As Per Mix Design Dry wt. (KG)
No. Design in KG Wt. of Wet Wt. of Dry Moisture (%) content (%) (Kg) (KG)
Aggregate Aggregate content (%)

1 Cement 440 ------------------- 440.00 440

2 Microsilica 31 31.00 31
26.5 mm 682 500 493 1.400 1.34 0.06 672.98 0.41 682
Coarse
3
Aggregate
10 mm 454 500 491 1.800 1.34 0.46 448.00 2.09 456
Crushed
Sand 379 500 482 3.600 1.34 2.26 373.99 8.57 388
4 Fine Aggregate
Natural
Sand 379 500 483 3.400 1.24 2.16 374.36 8.19 387
5 Water 146.0 Total 10.20 5.26 4.94 2340 19.25 127

6 1.30% Adjustment of Admixture Due to Lead, weather & rate of evaporation 1.30% 5.72
Admixture:
Remark : Today excess moisture in all aggregate found 19.25 kg. Hence required water is 126.8 kg/cum
Contractor Represantative Authoriy Engineer's Represantive
Construction of 4 Laning of Indore To Raghav Garh Section of NH-59 (Indore-Harda package-1
Stretch) from MR-10 Junction on NH-3 Bypass Ch.-0.250 to Raghav Garh 26.903(Design Length
= 26.653 KM) under Bharatmala Pariyojana A Phase-I (Economic Corridor) in the State of 8/5/2023
Project Madhya Pradesh on EPC Mode. Date
Client National Highway Authority Of India Temperature 25'

Authority Engineer M/s L N Malviya Infra Projects Pvt. Ltd. In Association with ICSC
Contractor M/s P. D. Agrawal Infrastucture Ltd. Humidity

MOISTURE CORRECTION FOR M-50 PSC

1 Cement 440 ------------------- 440.00 440

6 1.30% Adjustment of Admixture Due to Lead, weather & rate of evaporation 1.30% 5.72
Admixture:
Remark : Today excess moisture in all aggregate found 19.25 kg. Hence required water is 126.8 kg/cum
Contractor Represantative Authoriy Engineer's Represantive
Construction of 4 Laning of Indore To Raghav Garh Section of NH-59 (Indore-Harda package-1
Stretch) from MR-10 Junction on NH-3 Bypass Ch.-0.250 to Raghav Garh 26.903(Design Length
= 26.653 KM) under Bharatmala Pariyojana A Phase-I (Economic Corridor) in the State of 29/07/2023
Project Madhya Pradesh on EPC Mode. Date
Client National Highway Authority Of India Temperature 30'

Authority Engineer M/s L N Malviya Infra Projects Pvt. Ltd. In Association with ICSC
Contractor M/s P. D. Agrawal Infrastucture Ltd. Humidity 78%

MOISTURE CORRECTION FOR M-30 RCC

1 Cement 370 ------------------- 370.00 370

26.5 mm 745 500 493 1.400 1.34 0.06 735.15 0.45 745
Coarse
2
Aggregate
10 mm 496 500 491 1.800 1.34 0.46 489.44 2.28 498
Crushed
Sand 494 500 482 3.600 1.34 2.26 487.47 11.16 505
3 Fine Aggregate
Natural
Sand 251 500 483 3.400 1.24 2.16 247.93 5.42 256
4 Water 155.4 Total 10.20 5.26 4.94 2330 19.31 136

5 0.70% Adjustment of Admixture Due to Lead, weather & rate of evaporation 0.70% 2.59
Admixture:
Remark : Today excess moisture in all aggregate found 19.31 kg. Hence required water is 136.1 kg/cum
Contractor Represantative Authoriy Engineer's Represantive
Construction of 4 Laning of Indore To Raghav Garh Section of NH-59 (Indore-Harda package-1
Stretch) from MR-10 Junction on NH-3 Bypass Ch.-0.250 to Raghav Garh 26.903(Design Length
= 26.653 KM) under Bharatmala Pariyojana A Phase-I (Economic Corridor) in the State of 8/5/2023
Project Madhya Pradesh on EPC Mode. Date
Client National Highway Authority Of India Temperature 25'

Authority Engineer M/s L N Malviya Infra Projects Pvt. Ltd. In Association with ICSC
Contractor M/s P. D. Agrawal Infrastucture Ltd. Humidity

MOISTURE CORRECTION FOR M-35 RE WALL

1 Cement 385 ------------------- 385.00 385

26.5 mm 673 500 493 1.400 1.34 0.06 664.10 0.40 673
Coarse
2
Aggregate
10 mm 514 500 491 1.800 1.34 0.46 507.20 2.36 516
Crushed
Sand 395 500 482 3.600 1.34 2.26 389.78 8.93 404
3 Fine Aggregate
Natural
Sand 395 500 483 3.400 1.24 2.16 390.16 8.53 404
4 Water 150.0 Total 10.20 5.26 4.94 2336 20.23 130

5 0.70% Adjustment of Admixture Due to Lead, weather & rate of evaporation 0.70% 2.70
Admixture:
Remark : Today excess moisture in all aggregate found 20.23 kg. Hence required water is 129.8 kg/cum
Contractor Represantative Authoriy Engineer's Represantive
Construction of 4 Laning of Indore To Raghav Garh Section of NH-59 (Indore-Harda package-1
Stretch) from MR-10 Junction on NH-3 Bypass Ch.-0.250 to Raghav Garh 26.903(Design Length
= 26.653 KM) under Bharatmala Pariyojana A Phase-I (Economic Corridor) in the State of 8/5/2023
Project Madhya Pradesh on EPC Mode. Date
Client National Highway Authority Of India Temperature 25'

Authority Engineer M/s L N Malviya Infra Projects Pvt. Ltd. In Association with ICSC
Contractor M/s P. D. Agrawal Infrastucture Ltd. Humidity

MOISTURE CORRECTION FOR M-35 Girder

1 Cement 390 ------------------- 390.00 390

26.5 mm 708 500 493 1.400 1.34 0.06 699.03 0.43 709
Coarse
2
Aggregate
10 mm 472 500 491 1.800 1.34 0.46 465.96 2.17 474
Crushed
Sand 394 500 482 3.600 1.34 2.26 388.40 8.90 402
3 Fine Aggregate
Natural
Sand 394 500 483 3.400 1.24 2.16 388.78 8.50 402
4 Water 152.0 Total 10.20 5.26 4.94 2332 19.99 132

5 0.80% Adjustment of Admixture Due to Lead, weather & rate of evaporation 0.80% 3.12
Admixture:
Remark : Today excess moisture in all aggregate found 19.99 kg. Hence required water is 132.0 kg/cum
Contractor Represantative Authoriy Engineer's Represantive
Construction of 4 Laning of Indore To Raghav Garh Section of NH-59 (Indore-Harda package-1
Stretch) from MR-10 Junction on NH-3 Bypass Ch.-0.250 to Raghav Garh 26.903(Design Length
= 26.653 KM) under Bharatmala Pariyojana A Phase-I (Economic Corridor) in the State of 20/08/2023
Project Madhya Pradesh on EPC Mode. Date
Client National Highway Authority Of India Temperature 26'

Authority Engineer M/s L N Malviya Infra Projects Pvt. Ltd. In Association with ICSC
Contractor M/s P. D. Agrawal Infrastucture Ltd. Humidity 77

MOISTURE CORRECTION FOR M-35 RCC

Total Moisture content in Aggregate % Corrected
SSD Wt. as per Mix Water Absorption Net Water Water Corrected Qty. Qty. (KG)
Sr. Materials As Per Mix Design Dry wt. (KG)
No. Design in KG Wt. of Wet Wt. of Dry Moisture (%) content (%) (Kg) (KG) for 0.03
Aggregate Aggregate content (%) cum

1 Cement 340 ------------------- 340.00 340 10.200

2 Fly Ash 100 100.00 100 3.000

Coarse
26.5 mm 737 500 494.5 1.100 1.37 -0.27 727.04 -1.99 735 22.050
3
Aggregate
10 mm 491 500 493 1.400 1.37 0.03 484.36 0.15 491 14.734

Crushed
Sand 489 500 480 4.000 1.37 2.63 482.39 12.86 502 15.056
4 Fine Aggregate
Natural
Sand 248 500 482 3.600 1.3 2.30 244.82 5.70 254 7.611

5 Water 159.6 Total 10.10 5.41 4.69 2379 16.72 143 4.286

6 0.70% Adjustment of Admixture Due to Lead, weather & rate of evaporation 0.70% 3.08 0.092
Admixture:
Remark : Today excess moisture in all aggregate found 16.72 kg. Hence required water is 142.9 kg/cum
Contractor Represantative Authoriy Engineer's Represantive
Construction of 4 Laning of Indore To Raghav Garh Section of NH-59 (Indore-Harda
Project package-1 Stretch) from MR-10 Junction on NH-3 Bypass Ch.-0.250 to Raghav Garh
26.903(Design Length = 26.653 KM) under Bharatmala Pariyojana A Phase-I (Economic
Corridor) in the State of Madhya Pradesh on EPC Mode.

Client National Highway Authority Of India

Authority Engineer M/s L N Malviya Infra Projects Pvt. Ltd. In Association with ICSC
EPC Contractor M/s P. D. Agrawal Infrastucture Ltd.

MOISTURE CORRECTION

Date 27/12/2023 Temprature 22.5 Humidity 49%

Total Moisture content in Aggregate %
Type of Water Absorption Free Water
Sr. No Wt. of Wet Wt. of Dry Moisture Content (%) content (%)
material
Aggregate Aggregate (%)

1 20 mm 500 498 0.402 1.37 -0.968

2 10 mm 500 497 0.604 1.37 -0.766
Crushed
3 Sand 500 489.5 2.145 1.37 0.775
4 River Sand 500 492.5 1.523 1.30 0.223

SSD Weight as per Mix Design in kg

Sr. No M-35 M-35 RE M-50
Type of material M-15 M-25 M-30 M-35 RCC M-35 PILE
GIRDER WALL
M-40 RCC
PSC
1 Cement 220 310.0 330.0 340 365 370 345 370 440
2 Microsilica 31
3 Fly Ash 55 75.0 80.0 80 75 60 80 60 0
4 Water 137.5 127.1 135.5 138.6 145.2 141.9 140.3 141.9 146.0
5 20mm 755.4 761.3 709.6 703.0 690.6 699.9 700.5 699.3 682.0
6 10mm 503.6 507.5 473.1 468.7 460.4 466.6 467.0 466.2 455.0
7 Crushed Sand 545.5 549.8 512.4 507.7 382.3 387.4 387.8 505.0 379.0
8 River Sand 293.7 296.0 275.9 273.3 382.3 387.4 387.8 271.9 379.0
9 Admixture 1.93 3.27 3.69 3.79 3.69 3.10 2.98 3.87 6.12

Adjusted Weight after Moisture Correction in kg

Sr. No M-35 M-35 M-50
Type of material M-15 M-25 M-30 M-35 RCC M-35 PILE
GIRDER RE WALL
M-40 RCC
PSC
1 Cement 220 310 330 340 365 370 345 370 440
2 Microsilica 31
3 Fly Ash 55 75 80 80 75 60 80 60 0
4 Water 143.8 133.4 141.4 144.5 151.6 148.4 146.8 147.7 152.3
5 20mm 748.1 753.9 702.7 696.2 683.9 693.1 693.7 692.5 675.4
6 10mm 499.7 503.6 469.5 465.1 456.9 463.0 463.4 462.6 451.5
7 Crushed Sand 549.7 554.1 516.4 511.6 385.3 390.4 390.8 508.9 381.9
8 River Sand 294.4 296.7 276.5 273.9 383.2 388.3 388.7 272.5 379.8
9 Admixture 1.93 3.27 3.69 3.79 3.69 3.10 2.98 3.87 6.12

Contractor Represantative Authoriy Engineer's Represantive

Client National Highway Authority Of India

Authority Engineer M/s L N Malviya Infra Projects Pvt. Ltd. In Association with ICSC
EPC Contractor M/s P. D. Agrawal Infrastucture Ltd.

MOISTURE CORRECTION

Date 15/1/2024 Temprature 20.7⁰ C Humidity 49%

Total Moisture content in Aggregate %
Type of Water Absorption Free Water
Sr. No Wt. of Wet Wt. of Dry Moisture Content (%) content (%)
material
Aggregate Aggregate (%)

1 20 mm 500 496 0.806 1.37 -0.564

2 10 mm 500 494.5 1.112 1.37 -0.258
Crushed
3 Sand 500 483 3.520 1.37 2.150
4 River Sand 500 486 2.881 1.30 1.581

SSD Weight as per Mix Design in kg

Adjusted Weight after Moisture Correction in kg

Contractor Represantative Authoriy Engineer's Represantive

MC 07.01.23
No ratings yet
MC 07.01.23
1 page
Concrete Mix Design M40 Grade (PQC) PDF
60% (5)
Concrete Mix Design M40 Grade (PQC) PDF
41 pages
Moisture Correction Formats
No ratings yet
Moisture Correction Formats
2 pages
292+650 LHS
No ratings yet
292+650 LHS
1 page
Moisture Correction - 421
No ratings yet
Moisture Correction - 421
9 pages
Moisture
No ratings yet
Moisture
1 page
M30 RCC Grade Mix Design TPP
No ratings yet
M30 RCC Grade Mix Design TPP
39 pages
Lining OK Card Lot 05 21.02.2017
No ratings yet
Lining OK Card Lot 05 21.02.2017
2 pages
GSB (SOURCE - BATHU UNA QUARRY) Grade - III
100% (2)
GSB (SOURCE - BATHU UNA QUARRY) Grade - III
27 pages
Border Road Construction Details
No ratings yet
Border Road Construction Details
80 pages
R K JAIN Concrete Options IRC 2019 PDF
No ratings yet
R K JAIN Concrete Options IRC 2019 PDF
134 pages
Innovation Foam Bitumen
No ratings yet
Innovation Foam Bitumen
171 pages
M-25 Ramco OPC 53 Grd. With Sikaplast5202NS
No ratings yet
M-25 Ramco OPC 53 Grd. With Sikaplast5202NS
51 pages
Agg 3
No ratings yet
Agg 3
6 pages
TWT M50 Mix Design
No ratings yet
TWT M50 Mix Design
6 pages
Moisture Correction Sheet Date-04-11-2020
No ratings yet
Moisture Correction Sheet Date-04-11-2020
7 pages
Rfi 17.07.25
No ratings yet
Rfi 17.07.25
2 pages
Concrete Moisture Correction Sheet
No ratings yet
Concrete Moisture Correction Sheet
7 pages
Jogigopha Report-1
No ratings yet
Jogigopha Report-1
27 pages
300+400 LHS
No ratings yet
300+400 LHS
1 page
Concrete Mix Design M-30 (Paver Block) Grade: Name of Work Client Authority Engineer Contractor
75% (4)
Concrete Mix Design M-30 (Paver Block) Grade: Name of Work Client Authority Engineer Contractor
23 pages
Untitled
No ratings yet
Untitled
46 pages
M-115 Ambuja & Flyash With Chryso
No ratings yet
M-115 Ambuja & Flyash With Chryso
18 pages
Sand Sieve
No ratings yet
Sand Sieve
4 pages
Buldhana-Khamgaon Road Project Cost
No ratings yet
Buldhana-Khamgaon Road Project Cost
18 pages
M 25 Ultratech Opc 43
No ratings yet
M 25 Ultratech Opc 43
25 pages
Moisture Correction Sheet
No ratings yet
Moisture Correction Sheet
2 pages
Pervious Concrete Part 1
No ratings yet
Pervious Concrete Part 1
8 pages
PQC Mix Design 01 (Camp 01) 1
67% (3)
PQC Mix Design 01 (Camp 01) 1
120 pages
Agg 1
No ratings yet
Agg 1
5 pages
Solution: Material Properties
No ratings yet
Solution: Material Properties
5 pages
Pradhan Mantri Gram Sadak Yojana, 2016-17: Cost Estimate For Road Works
100% (1)
Pradhan Mantri Gram Sadak Yojana, 2016-17: Cost Estimate For Road Works
6 pages
(With Flyash) : M-20 KERB
No ratings yet
(With Flyash) : M-20 KERB
8 pages
Package-9: From KM 390.445 To KM 444.845 Section:Village Bendiwada To Village Fatiyabad, District: Aurangabad
No ratings yet
Package-9: From KM 390.445 To KM 444.845 Section:Village Bendiwada To Village Fatiyabad, District: Aurangabad
6 pages
RFI Dated 21.06.2024 - 3
No ratings yet
RFI Dated 21.06.2024 - 3
2 pages
Construction Materials Investigation Report-59e, MSIDC
No ratings yet
Construction Materials Investigation Report-59e, MSIDC
39 pages
Moisture 19.06.2025
No ratings yet
Moisture 19.06.2025
1 page
RFI Dated-04.04.2025
No ratings yet
RFI Dated-04.04.2025
3 pages
PQC Mix Design
100% (3)
PQC Mix Design
38 pages
Untitled
No ratings yet
Untitled
44 pages
Ganga Expressway Project Update
No ratings yet
Ganga Expressway Project Update
26 pages
Scan 1
No ratings yet
Scan 1
5 pages
RFI Dated 16.07.25
No ratings yet
RFI Dated 16.07.25
2 pages
Client National Highways Authority of India Authority Engineer Epc Contractor
No ratings yet
Client National Highways Authority of India Authority Engineer Epc Contractor
10 pages
Core Strength
No ratings yet
Core Strength
6 pages
Moisture Correction
No ratings yet
Moisture Correction
12 pages
Civil Engineering 2019-2020 Major Project List: S.No Project Title
No ratings yet
Civil Engineering 2019-2020 Major Project List: S.No Project Title
5 pages
Borrow Area Repot of Soil
No ratings yet
Borrow Area Repot of Soil
8 pages
Bridge Construction Details
No ratings yet
Bridge Construction Details
35 pages
917 - Cube-10 Karjat
No ratings yet
917 - Cube-10 Karjat
147 pages
Soil: Particle Size Ditribution: Contractor Client Supervisor
No ratings yet
Soil: Particle Size Ditribution: Contractor Client Supervisor
7 pages
Share Concrete Mix Design M-15 J.K.lakshmi
No ratings yet
Share Concrete Mix Design M-15 J.K.lakshmi
25 pages
927 - Cube-10-Kar
No ratings yet
927 - Cube-10-Kar
151 pages
Concrete Mix Design Summary NH-72
No ratings yet
Concrete Mix Design Summary NH-72
2 pages
Re Park Gsecl - MPR 28 Mar.2025
No ratings yet
Re Park Gsecl - MPR 28 Mar.2025
64 pages
Langkilaan Bridge Widening Test Report
No ratings yet
Langkilaan Bridge Widening Test Report
29 pages
DLC (CH 148) - UL - 01.08.2019 - NCC @25% Fly-Ash
No ratings yet
DLC (CH 148) - UL - 01.08.2019 - NCC @25% Fly-Ash
9 pages
El 30 Xxen
No ratings yet
El 30 Xxen
242 pages
Professional Ethics Record Work Guidelines
No ratings yet
Professional Ethics Record Work Guidelines
3 pages
S.S. Jain Subodh Law College: Semester III
No ratings yet
S.S. Jain Subodh Law College: Semester III
16 pages
Education System Cameroon
No ratings yet
Education System Cameroon
18 pages
Class 11 Biology Topic Wise Line by Line Chapter 4 Chemical Bonding and Molecular Structure
No ratings yet
Class 11 Biology Topic Wise Line by Line Chapter 4 Chemical Bonding and Molecular Structure
39 pages
Toyota Yaris Relay Locations
No ratings yet
Toyota Yaris Relay Locations
22 pages
Cerebellum Microbiology
No ratings yet
Cerebellum Microbiology
446 pages
Class IX Math Textbook for AP Students
No ratings yet
Class IX Math Textbook for AP Students
3 pages
Nigerian Monetary Policy Review
100% (1)
Nigerian Monetary Policy Review
13 pages
MPSC OMR Sheet
70% (10)
MPSC OMR Sheet
2 pages
English Language WhatsApp Class Guide
No ratings yet
English Language WhatsApp Class Guide
4 pages
Hydraulic Rig Handover Checklist
No ratings yet
Hydraulic Rig Handover Checklist
5 pages
The Dallas Post 05-29-2011
No ratings yet
The Dallas Post 05-29-2011
19 pages
Casio Privia PX-S7000 - Built Music Data List
No ratings yet
Casio Privia PX-S7000 - Built Music Data List
2 pages
Dastrup 2021b Chapter 2 Final
No ratings yet
Dastrup 2021b Chapter 2 Final
153 pages
Photo Critique for Art Students
No ratings yet
Photo Critique for Art Students
2 pages
Grupo Bimbo Prices $1.25B Senior Notes
No ratings yet
Grupo Bimbo Prices $1.25B Senior Notes
2 pages
SSRF NOTES With Lab Solutions (Part 2)
No ratings yet
SSRF NOTES With Lab Solutions (Part 2)
5 pages
Key Economic Terms Explained
100% (1)
Key Economic Terms Explained
5 pages
Probability dpp-2
No ratings yet
Probability dpp-2
6 pages
Ark Cloud City Brochure
No ratings yet
Ark Cloud City Brochure
18 pages
Pneumatic Conveying - GJ74, Hauck
100% (1)
Pneumatic Conveying - GJ74, Hauck
6 pages
Cycoloy®: C2950 Americas:COMMERCIAL ABS+PC Thermoplastic Alloy
No ratings yet
Cycoloy®: C2950 Americas:COMMERCIAL ABS+PC Thermoplastic Alloy
3 pages
IIT Madras Freshman Handbook 2022
No ratings yet
IIT Madras Freshman Handbook 2022
68 pages
Vine Robots
No ratings yet
Vine Robots
20 pages
Influence of Musical Preferences and Intraoperative Questions On Suturing Speed
No ratings yet
Influence of Musical Preferences and Intraoperative Questions On Suturing Speed
7 pages
Sheep Farming Profit Models
No ratings yet
Sheep Farming Profit Models
8 pages
RUBIK Ashrafieh - Steel Staircase, 21st Sep 2015, Including Connections
100% (2)
RUBIK Ashrafieh - Steel Staircase, 21st Sep 2015, Including Connections
29 pages
4 T 5 Hyt 54
No ratings yet
4 T 5 Hyt 54
3 pages
Zhao2019 - Multi-View Semi-Supervised 3D Whole Brain Segmentation With A Self-Ensemble Network PDF
No ratings yet
Zhao2019 - Multi-View Semi-Supervised 3D Whole Brain Segmentation With A Self-Ensemble Network PDF
10 pages