Structure Date Concrete Slump Cube Weight Density Failure Compressiveand Location Cast Crush Class size of Cube of Cube Load (kg) Strength (N/mm2)

(mm) (cm3) (kg) (g/cm3) 7-day 14-days 28-day 7-day 14-days

21-Jun-15 28-Jun-15 C25 80 15 8291 2.457 535.5 23.8

15 8290 2.456 533.5 23.7

15 8328 2.468 530.5 23.6

5-Jul-15 15 8298 2.459 642.6 28.6

15 8297 2.458 638.9 28.4

15 8323 2.466 622.2 27.7

23.7 28.2

22-Jun-15 29-Jun-15 C25 80 15 8287 2.455 520.3 23.1

15 8318 2.465 520.6 23.1

15 8310 2.462 539.1 24.0

6-Jul-15 15 8276 2.452 617.0 27.4

15 8318 2.465 634.7 28.2

15 8313 2.463 636.5 28.3

23.4 28.0

23-Jun-15 30-Jun-15 C25 90 15 8266 2.451 525.3 23.3

15 8279 2.465 546.8 24.3

15 8297 2.458 530.3 23.6

7-Jul-15 15 8299 2.459 636.9 28.3

15 8279 2.453 613.1 27.2

15 8299 2.459 619.3 27.5

23.7 27.7

24-Jun-15 1-Jul-15 C25 95 15 8292 2.457 535.3 23.8

15 8332 2.469 531.2 23.6

15 8290 2.456 534.9 23.8

8-Jul-15 15 8291 2.457 628.3 27.9

15 8263 2.448 612.2 27.2

15 8341 2.471 624.1 27.7

23.7 27.6

26-Jun-15 3-Jul-15 C25 95 15 8295 2.458 512.9 22.8

15 8296 2.458 506.2 22.5

15 8300 2.459 522.5 23.2

10-Jul-15 15 8206 2.431 631.5 28.1

15 8298 2.459 609.9 27.1

15 8300 2.493 623.0 27.7

22.8 27.6

CH 0+950 - CH1+000

AIRFORCE BASE

U-DRAIN

AVERAGE ( COMPRESSIVE STRENGTH )

CH 1+000 - 1+050

AIRFORCE BASE

U-DRAIN

AVERAGE ( COMPRESSIVE STRENGTH )

CONSTRUCTION OF BURMA CAMP ROADS PH 1- LOT 2CONCRETE CUBE TEST RESULTS

CH 1+150 - CH1+200

AIRFORCE BASE

U-DRAIN

AVERAGE ( COMPRESSIVE STRENGTH )

AVERAGE ( COMPRESSIVE STRENGTH )

CH 1+050 - CH1+100

AIRFORCE BASE

U-DRAIN

CH 1+050 - CH1+100

AIRFORCE BASE

U-DRAIN

Structure Date Concrete Slump Cube Weight Density Failure Compressiveand Location Cast Crush Class size of Cube of Cube Load (kg) Strength (N/mm2)

(mm) (cm3) (kg) (g/cm3) 7-day 14-days 28-day 7-day 14-days

CONSTRUCTION OF BURMA CAMP ROADS PH 1- LOT 2CONCRETE CUBE TEST RESULTS

28-Jun-15 5-Jul-15 C25 80 15 8266 2.449 509.3 22.6

15 8315 2.464 535.0 23.8

15 8294 2.457 534.8 23.8

12-Jul-15 15 8260 2.447 634.4 28.2

15 8317 2.464 624.2 27.7

15 8391 2.464 613.6 27.3

23.4 27.7

27-Jun-15 4-Jul-15 C25 95 15 8284 2.455 534.0 23.7

15 8292 2.457 519.8 23.1

15 8284 2.455 522.6 23.2

11-Jul-15 15 8295 2.458 599.5 26.6

15 8284 2.455 624.9 27.8

15 8273 2.481 597.8 26.6

23.4 27.0

29-Jun-15 6-Jul-15 C25 85 15 8307 2.461 525.5 23.4

15 8335 2.470 526.6 23.4

15 8311 2.463 530.5 23.6

13-Jul-15 15 8338 2.471 627.9 27.9

15 8312 2.463 625.4 27.8

15 8316 2.464 620.0 27.6

23.4 27.8

30-Jun-15 7-Jul-15 C25 80 15 8309 2.462 526.1 23.4

15 8285 2.455 525.7 23.4

15 8273 2.451 541.1 24.0

14-Jul-15 15 8298 2.459 612.1 27.2

15 8287 2.455 627.4 27.9

15 8274 2.452 613.3 27.3

23.6 27.4

1-Jul-14 8-Jul-14 C25 90 15 8312 2.463 531.4 23.6

15 8298 2.459 523.4 23.3

15 8313 2.463 534.7 23.8

15-Jul-14 15 8313 2.463 619.7 27.5

15 8299 2.459 601.8 26.7

15 8319 2.465 642.7 28.6

23.5 27.6

CH 1+400 - CH 1+450

AIRFORCE BASE

U-DRAIN

AVERAGE ( COMPRESSIVE STRENGTH )

CH 1+450-CH 1+500

AIRFORCE BASE

U-DRAIN

AVERAGE ( COMPRESSIVE STRENGTH )

AVERAGE ( COMPRESSIVE STRENGTH )

CH 1+250 - CH1+300

AIRFORCE BASE

U-DRAIN

AVERAGE ( COMPRESSIVE STRENGTH )

CH 1+350-CH 1+400

AIRFORCE BASE

U-DRAIN

AVERAGE ( COMPRESSIVE STRENGTH )

CH 1+300 - CH1+350

AIRFORCE BASE

U-DRAIN

Structure Date Concrete Slump Cube Weight Density Failure Compressiveand Location Cast Crush Class size of Cube of Cube Load (kg) Strength (N/mm2)

(mm) (cm3) (kg) (g/cm3) 7-day 14-days 28-day 7-day 14-days

CONSTRUCTION OF BURMA CAMP ROADS PH 1- LOT 2CONCRETE CUBE TEST RESULTS

2-Jul-14 9-Jul-14 C25 80 15 8259 2.447 516.4 23.0

15 8294 2.457 544.7 24.2

15 8299 2.459 509.1 22.6

16-Jul-14 15 8255 2.446 618.5 27.5

15 8297 2.458 605.4 26.9

15 8305 2.461 604.3 26.9

23.3 27.1

3-Jul-15 10-Jul-15 C25 85 15 8256 2.446 532.2 23.7

15 8327 2.467 830.7 36.9

15 8294 2.457 508.5 22.6

17-Jul-15 15 8260 2.447 634.0 28.2

15 8327 2.467 621.8 27.6

15 8290 2.456 629.7 28.0

27.7 27.9

6-Jul-15 13-Jul-15 C25 920 15 8290 2.456 519.6 23.1

15 8320 2.465 536.5 23.8

15 8325 2.467 510.9 22.7

20-Jul-15 15 8294 2.457 645.5 28.7

15 8321 2.465 637.1 28.3

15 8325 2.467 620.8 27.6

23.2 28.2

7-Jul-15 14-Jul-15 C25 95 15 8297 2.458 534.7 23.8

15 8319 2.465 541.0 24.0

15 8318 2.465 526.9 23.4

21-Jul-15 15 8292 2.457 647.3 28.8

15 8317 2.464 606.9 27.0

15 8319 2.465 603.8 26.8

23.7 27.5

8-Jul-15 15-Jul-15 C25 90 15 8306 2.461 523.3 23.3

15 8291 2.457 522.4 23.2

15 8324 2.466 542.5 24.1

22-Jul-15 15 8300 2.459 598.7 26.6

15 8305 2.461 647.3 28.8

15 8310 2.462 618.9 27.5

23.5 27.6

CH 1+500-CH 1+550

AIRFORCE BASE

U-DRAIN

CH 1+550 - CH1+600

AIRFORCE BASE

U-DRAIN

CH 1+700 - CH 1+750

AIRFORCE BASE

U-DRAIN

AVERAGE ( COMPRESSIVE STRENGTH )

AVERAGE ( COMPRESSIVE STRENGTH )

CH 1+600 - CH1+650

AIRFORCE BASE

U-DRAIN

AVERAGE ( COMPRESSIVE STRENGTH )

CH 1+650 - CH1+700

AIRFORCE BASE

U-DRAIN

AVERAGE ( COMPRESSIVE STRENGTH )

Structure Date Concrete Slump Cube Weight Density Failure Compressiveand Location Cast Crush Class size of Cube of Cube Load (kg) Strength (N/mm2)

(mm) (cm3) (kg) (g/cm3) 7-day 14-days 28-day 7-day 14-days

CONSTRUCTION OF BURMA CAMP ROADS PH 1- LOT 2CONCRETE CUBE TEST RESULTS

9-Jul-15 16-Jul-15 C25 80 15 8280 2.453 533.3 23.7

15 8311 2.463 538.9 24.0

15 8295 2.458 507.1 22.5

23-Jul-15 15 8279 2.453 626.8 27.9

15 8310 2.462 630.5 28.0

15 8266 2.449 632.8 28.1

23.4 28.0

10-Jul-15 17-Jul-15 C25 85 15 8297 2.458 542.0 24.1

15 8266 2.449 549.4 24.4

15 8304 2.460 549.1 24.4

24-Jul-15 15 8289 2.456 636.1 28.3

15 8262 2.448 640.5 28.5

15 8304 2.460 636.9 28.3

27.8 28.3

11-Jul-15 18-Jul-15 C25 85 15 8272 2.451 554.0 24.6

15 8294 2.457 511.7 22.7

15 8260 2.447 546.6 24.3

25-Jul-15 15 8275 2.452 599.8 26.7

15 8288 2.456 623.5 27.7

15 8268 2.450 608.9 27.1

23.9 27.1

15-Jun-15 22-Jun-15 C15 95 15 8086 2.396 314.7 14.0

15 8105 2.401 323.8 14.4

15 8148 2.414 328.5 14.6

29-Jun-15 15 8156 2.417 433.1 19.2

15 8132 2.409 422.4 18.8

15 8134 2.410 432.7 19.2

14.3 19.1

16-Jun-15 23-Jun-15 C35 85 15 8390 2.486 785.5 34.9

15 8407 2.491 742.7 33.0

15 8395 2.487 750.8 33.4

30-Jun-15 15 8382 2.484 829.9 36.9

15 8410 2.492 887.6 39.4

15 8395 2.487 852.1 37.9

33.8 38.1

RAILWAY OVERPAS BRIDGE

RAILWAY OVERPAS BRIDGE

PIER No. 1

AVERAGE ( COMPRESSIVE STRENGTH )

BASE LHS

PIER 1

BLINDING RHS & LHS

AVERAGE ( COMPRESSIVE STRENGTH )

CH 1+750 - CH 1+800

AIRFORCE BASE

U-DRAIN

AVERAGE ( COMPRESSIVE STRENGTH )

CH 1+800 - CH 1+850

AIRFORCE BASE

U-DRAIN

AVERAGE ( COMPRESSIVE STRENGTH )

CH 1+850 - CH 1+900

AIRFORCE BASE

U-DRAIN

AVERAGE ( COMPRESSIVE STRENGTH )

Structure Date Concrete Slump Cube Weight Density Failure Compressiveand Location Cast Crush Class size of Cube of Cube Load (kg) Strength (N/mm2)

(mm) (cm3) (kg) (g/cm3) 7-day 14-days 28-day 7-day 14-days

CONSTRUCTION OF BURMA CAMP ROADS PH 1- LOT 2CONCRETE CUBE TEST RESULTS

20-Jun-15 27-Jun-15 C40 95 15 8086 2.396 314.7 14.0

15 8105 2.401 323.8 14.4

15 8148 2.414 328.5 14.6

4-Jul-15 15 8156 2.417 433.1 19.2

15 8132 2.409 422.4 18.8

15 8134 2.410 432.7 19.2

14.3 19.1

23-Jun-15 30-Jun-15 C35 85 15 8414 2.493 785.2 34.9

15 8354 2.475 761.9 33.9

15 8362 2.478 767.2 34.1

7-Jul-15 15 8416 2.494 866.0 38.5

15 8358 2.476 869.0 38.6

15 8370 2.480 842.5 37.4

34.3 38.2

17-Jun-15 24-Jun-15 C35 90 15 8422 2.495 752.2 33.4

15 8404 2.490 790.7 35.1

15 8318 2.465 791.8 35.2

1-Jul-15 15 8425 2.496 851.0 37.8

15 8395 2.487 841.0 37.4

15 8308 2.462 844.4 37.5

34.6 37.6

22-Jul-15 29-Jul-15 C35 90 15 8422 2.495 785.3 34.9

15 8353 2.475 790.1 35.1

15 8384 2.484 762.4 33.9

5-Aug-15 15 8415 2.493 877.0 39.0

15 8359 2.477 849.5 37.8

15 8394 2.487 870.3 38.7

34.6 38.5

23-Jul-15 30-Jul-15 C35 85 15 8399 2.489 763.8 33.9

15 8385 2.484 781.8 34.7

15 8384 2.484 761.4 33.8

6-Aug-15 15 8405 2.490 878.5 39.0

15 8382 2.484 855.9 38.0

15 8392 2.487 833.9 37.1

34.2 38.0

AVERAGE ( COMPRESSIVE STRENGTH )

RAILWAY OVERPAS BRIDGE

PIER No. 1

BASE RHS

AVERAGE ( COMPRESSIVE STRENGTH )

RAILWAY OVERPAS BRIDGE

PIER 1A

AVERAGE ( COMPRESSIVE STRENGTH )

RAILWAY OVERPAS BRIDGE

PIER No. 1B

AVERAGE ( COMPRESSIVE STRENGTH )

RAILWAY OVERPAS BRIDGE

PRE-CAST BEAM NO. 7

RAILWAY OVERPAS BRIDGE

PIER 1C

AVERAGE ( COMPRESSIVE STRENGTH )

Structure Date Concrete Slump Cube Weight Density Failure Compressiveand Location Cast Crush Class size of Cube of Cube Load (kg) Strength (N/mm2)

(mm) (cm3) (kg) (g/cm3) 7-day 14-days 28-day 7-day 14-days

CONSTRUCTION OF BURMA CAMP ROADS PH 1- LOT 2CONCRETE CUBE TEST RESULTS

30-Jul-15 6-Aug-15 C35 85 15 8441 2.501 751.6 33.4

15 8354 2.475 771.2 34.3

15 8418 2.494 755.5 33.6

13-Aug-15 15 8443 2.502 879.1 39.1

15 8345 2.473 839.9 37.3

15 8419 2.495 839.3 37.3

33.8 37.9

25-Jun-15 2-Jul-15 C15 85 15 8130 2.409 315.6 14.0

15 8098 2.399 329.4 14.6

15 8098 2.399 308.8 13.7

9-Jul-15 15 8098 2.399 411.0 18.3

15 8139 2.412 407.1 18.1

15 8148 2.414 389.7 17.3

14.1 17.9

27-Jun-15 4-Jul-15 C35 95 15 8391 2.486 745.9 33.2

15 8440 2.501 744.6 33.1

15 8345 2.473 745.0 33.1

11-Jul-15 15 8397 2.488 878.8 39.1

15 8397 2.488 878.7 39.1

15 8344 2.472 882.8 39.2

33.1 39.1

1-Jul-15 8-Jul-15 C35 90 15 8419 2.495 764.6 34.0

15 8444 2.502 785.2 34.9

15 8435 2.499 766.3 34.1

15-Jul-15 15 8417 2.494 831.1 36.9

15 8437 2.500 843.1 37.5

15 8430 2.498 853.9 38.0

34.3 37.5

3-Aug-15 10-Aug-15 C35 85 15 8365 2.479 775.2 34.5

15 8347 2.473 738.1 32.8

15 8345 2.473 733.1 32.6

17-Aug-15 15 8363 2.478 864.5 38.4

15 8349 2.474 843.9 37.5

15 8349 2.474 833.0 37.0

33.3 37.7

RAILWAY OVERPAS BRIDGE

PIER No. 1D

AVERAGE ( COMPRESSIVE STRENGTH )

RAILWAY OVERPAS BRIDGE

PIER 2

BLINDING RHS & LHS

AVERAGE ( COMPRESSIVE STRENGTH )

RAILWAY OVERPAS BRIDGE

PIER No. 2

BASE LHS

AVERAGE ( COMPRESSIVE STRENGTH )

RAILWAY OVERPAS BRIDGE

PIER No. 2

BASE RHS

AVERAGE ( COMPRESSIVE STRENGTH )

RAILWAY OVERPAS BRIDGE

PIER No. 2A

AVERAGE ( COMPRESSIVE STRENGTH )

Structure Date Concrete Slump Cube Weight Density Failure Compressiveand Location Cast Crush Class size of Cube of Cube Load (kg) Strength (N/mm2)

(mm) (cm3) (kg) (g/cm3) 7-day 14-days 28-day 7-day 14-days

CONSTRUCTION OF BURMA CAMP ROADS PH 1- LOT 2CONCRETE CUBE TEST RESULTS

29-Jul-15 5-Aug-15 C35 90 15 8327 2.467 737.2 32.8

15 8344 2.472 750.1 33.3

15 8328 2.468 759.2 33.7

12-Aug-15 15 8319 2.465 879.1 39.1

15 8346 2.473 832.4 37.0

15 8321 2.465 865.8 38.5

33.3 38.2

4-Aug-15 11-Aug-15 C35 95 15 8319 2.465 760.2 33.8

15 8357 2.476 772.7 34.3

15 8354 2.475 754.3 33.5

18-Aug-15 15 8320 2.465 852.6 37.9

15 8359 2.477 855.0 38.0

15 8348 2.473 871.8 38.7

33.9 38.2

5-Aug-15 12-Aug-15 C35 85 15 8383 2.484 784.3 34.9

15 8373 2.481 783.8 34.8

15 8358 2.476 763.9 34.0

19-Aug-15 15 8371 2.480 885.2 39.3

15 8366 2.479 857.2 38.1

15 8366 2.479 866.2 38.5

34.5 38.6AVERAGE ( COMPRESSIVE STRENGTH )

AVERAGE ( COMPRESSIVE STRENGTH )

RAILWAY OVERPAS BRIDGE

PIER 2D

AVERAGE ( COMPRESSIVE STRENGTH )

RAILWAY OVERPAS BRIDGE

PIER No. 2C

RAILWAY OVERPAS BRIDGE

PIER 2B