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ield density of Soil R.D road to Podasingi

a. Calibration:

i) Mean wt of sand in conical portn (W2) 367

ii) Vol of calbrtg cyldr (V) 1178

ii) Wt of (sand+cyl) befr pourg (W1) 7000

v) Wt of (sand+cyl) aftr pourg (W3) 5072

v) Wt of sand to fill cal cyl(Wa)=W1-W2-W3 1561

vi) Bulk density of sand (Ys) = Wa/V 1.325

/0 to 1/0 km. O.M.C 12.20% M.D.D 1.742 For Embankment ( 97% to 100% )

ii) Wt of wet soil from hole (Ww) 1.123 2248 2365 2468 2586 2364 2541 2536 2587 2445 2415 2556 2537 25

ii) Moisture content% (W) 0.965 11.30 10.90 10.78 11.02 11.06 10.95 11.35 11.12 10.85 10.78 10.77 10.83 10.

xi) Digree of compaction 1.007 99.31 99.07 99.31 97.55 98.23 99.11 97.95 98.88 99.20 99.30 99.30 99.28 99.

i) Detrm no 1 2 3 4 5 6 1 2 3 4 5 6

ii) Wt of wet soil from hole (Ww) 2525 2656 2772 2904 2655 2854 2848 2905 2746 2712 2870 2849 28

ii) Wt of (sand+cyl) befr pourg (W1) 7000 7000 7000 7000 7000 7000 7000 7000 7000 7000 7000 7000 70

v) Wt of (sand+cyl) aftr pourg (W4) 4901 4801 4723 4600 4788 4666 4654 4629 4740 4765 4655 4670 46

v) Wt of sand in hole(Wb) = W1-W4-W2 1732 1832 1910 2033 1845 1967 1979 2004 1893 1868 1978 1963 19

vi) Bulk density (Yb) = Ww/Wb*Ys 1.932 1.921 1.923 1.893 1.907 1.922 1.906 1.921 1.922 1.923 1.923 1.923 1.9

ii) M.C cotnr no RMM RMM RMM RMM RMM RMM RMM RMM RMM RMM RMM RMM RM

ii) Moisture content% (W) 10.90 10.52 10.40 10.63 10.67 10.57 10.95 10.73 10.47 10.40 10.39 10.45 10.

x) Wt of dry soil from hole (Wd) 2277 2403 2511 2625 2399 2581 2567 2623 2486 2457 2600 2579 25

x) Dry density (Yd) =Wd/Wb*Ys 1.742 1.738 1.742 1.711 1.723 1.739 1.718 1.735 1.740 1.742 1.742 1.741 1.7

xi) Digree of compaction 100.01 99.76 100.01 98.23 98.92 99.80 98.64 99.57 99.89 100.00 100.00 99.97 99.

Avarage degree of compaction 99.46 99.68

/0 to 2/0 km. O.M.C 12.90% M.D.D 1.738

ii) Wt of wet soil from hole (Ww) 1.003 2361 2547 2638 2456 2896 2578 2654 2258 2635 2298 2589 2458 24

ii) Moisture content% (W) 0.998 10.43 10.55 10.68 11.03 11.25 11.35 10.98 10.88 10.96 11.08 11.02 11.45 10.

xi) Digree of compaction 0.998 98.67 99.03 99.51 98.95 99.08 98.61 99.65 99.31 98.96 99.01 99.84 99.66 99.

i) Detrm no 1 2 3 4 5 6 1 2 3 4 5 6

ii) Wt of wet soil from hole (Ww) 2368 2555 2646 2463 2905 2586 2662 2265 2643 2305 2597 2465 24

ii) Wt of (sand+cyl) befr pourg (W1) 7000 7000 7000 7000 7000 7000 7000 7000 7000 7000 7000 7000 70

v) Wt of (sand+cyl) aftr pourg (W4) 4973 4850 4797 4920 4619 4834 4794 5061 4794 5032 4843 4937 49

v) Wt of sand in hole(Wb) = W1-W4-W2 1660 1783 1836 1713 2014 1799 1839 1572 1839 1601 1790 1696 17

vi) Bulk density (Yb) = Ww/Wb*Ys 1.890 1.899 1.910 1.905 1.912 1.904 1.918 1.910 1.904 1.907 1.922 1.926 1.9

ii) M.C cotnr no RMM RMM RMM RMM RMM RMM RMM RMM RMM RMM RMM RMM RM

ii) Moisture content% (W) 10.41 10.53 10.66 11.01 11.23 11.33 10.96 10.86 10.94 11.06 11.00 11.43 10.

x) Wt of dry soil from hole (Wd) 2145 2312 2391 2219 2612 2323 2399 2043 2382 2075 2340 2212 22

x) Dry density (Yd) =Wd/Wb*Ys 1.711 1.718 1.726 1.716 1.719 1.710 1.728 1.723 1.716 1.717 1.732 1.729 1.7

xi) Digree of compaction 98.47 98.83 99.31 98.75 98.88 98.41 99.45 99.11 98.76 98.81 99.64 99.46 99.

Avarage degree of compaction 98.78 99.21

/0 to 3/0 km. O.M.C 12.70% M.D.D 1.749ii) Wt of wet soil from hole (Ww) 0.999 2514 2544 2587 2546 2698 2563 2563 2258 2269 2477 2846 2547 26

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ii) Moisture content% (W) 1.003 11.32 11.01 11.02 10.45 10.91 10.68 10.15 10.99 10.35 10.12 10.68 11.02 11.

xi) Digree of compaction 0.998 98.42 99.61 99.17 99.31 98.65 99.25 98.90 98.66 99.27 99.08 99.81 99.63 99.

i) Detrm no 1 2 3 4 5 6 1 2 3 4 5 6

ii) Wt of wet soil from hole (Ww) 2511 2541 2584 2543 2695 2560 2560 2256 2267 2475 2843 2544 26

ii) Wt of (sand+cyl) befr pourg (W1) 7000 7000 7000 7000 7000 7000 7000 7000 7000 7000 7000 7000 70

v) Wt of (sand+cyl) aftr pourg (W4) 4894 4889 4852 4874 4764 4864 4850 5069 5062 4911 4680 4888 48

v) Wt of sand in hole(Wb) = W1-W4-W2 1739 1744 1781 1759 1869 1769 1783 1564 1571 1722 1953 1745 17

vi) Bulk density (Yb) = Ww/Wb*Ys 1.913 1.931 1.922 1.915 1.910 1.918 1.902 1.912 1.913 1.905 1.929 1.931 1.9

ii) M.C cotnr no RMM RMM RMM RMM RMM RMM RMM RMM RMM RMM RMM RMM RM

ii) Moisture content% (W) 11.35 11.04 11.05 10.48 10.94 10.71 10.18 11.02 10.38 10.15 10.71 11.05 11.

x) Wt of dry soil from hole (Wd) 2255 2288 2327 2302 2429 2312 2323 2032 2054 2247 2568 2291 23

x) Dry density (Yd) =Wd/Wb*Ys 1.718 1.739 1.731 1.733 1.722 1.732 1.726 1.722 1.733 1.729 1.742 1.739 1.7

xi) Digree of compaction 98.22 99.41 98.97 99.11 98.45 99.05 98.70 98.46 99.07 98.88 99.61 99.43 99.

Avarage degree of compaction 98.87 99.03

O.M.C 12.70% M.D.D 1.738 For Subgrade & Shoulders ( 100% )

ii) Wt of wet soil from hole (Ww) 1.000 2588 2864 2647 2910 2836 2569 2698 2875 2871 2688 2664 2831 26

ii) Moisture content% (W) 1.000 10.89 10.80 11.00 10.87 10.78 11.03 11.05 11.16 10.71 10.73 10.91 11.04 11.

i) Detrm no 1 2 3 4 5 6 7 8 9 10 11 12

ii) Wt of wet soil from hole (Ww) 2588 2864 2647 2910 2836 2569 2698 2875 2871 2688 2664 2831 26

ii) Wt of (sand+cyl) befr pourg (W1) 7000 7000 7000 7000 7000 7000 7000 7000 7000 7000 7000 7000 70

v) Wt of (sand+cyl) aftr pourg (W4) 4854 4662 4815 4632 4681 4869 4781 4661 4656 4782 4802 4689 47

v) Wt of sand in hole(Wb) = W1-W4-W2 1779 1971 1818 2001 1952 1764 1852 1972 1977 1851 1831 1944 18

vi) Bulk density (Yb) = Ww / Wb*Ys 1.927 1.926 1.929 1.927 1.925 1.930 1.930 1.932 1.924 1.924 1.928 1.930 1.9

ii) M.C cotnr no RMM RMM RMM RMM RMM RMM RMM RMM RMM RMM RMM RMM RM

ii) Moisture content% (W) 10.89 10.80 11.00 10.87 10.78 11.03 11.05 11.16 10.71 10.73 10.91 11.04 11.

x) Wt of dry soil from hole (Wd) 2334 2585 2385 2625 2560 2314 2430 2586 2593 2428 2402 2550 24

x) Dry density (Yd) =Wd/Wb*Ys 1.738 1.738 1.738 1.738 1.738 1.738 1.738 1.738 1.738 1.738 1.738 1.738 1.7

xi) Digree of compaction 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.

Avarage degree of compaction 100.00 100.00

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2145 2136 2231 2541 2458 2038 2436 2561 2381 2541 2458 2258 2469 2511 2531 2513 2419 2631 245

11.02 11.00 10.80 10.75 11.03 11.08 10.89 10.96 10.86 11.17 11.07 11.11 10.96 11.05 11.06 11.14 10.99 11.01 10.9

99.31 99.25 99.28 99.26 97.38 99.19 99.14 99.22 99.23 99.20 99.16 98.38 99.24 99.02 99.27 98.95 99.11 99.31 99.2

2 3 4 5 6 1 2 3 4 5 6 1 2 3 4 5 6 1 2

2409 2399 2505 2854 2760 2289 2736 2876 2674 2854 2760 2536 2773 2820 2842 2822 2717 2955 275

7000 7000 7000 7000 7000 7000 7000 7000 7000 7000 7000 7000 7000 7000 7000 7000 7000 7000 700

4977 4982 4907 4665 4698 5058 4747 4653 4791 4671 4733 4874 4724 4689 4679 4688 4761 4601 473

1656 1651 1726 1968 1935 1575 1886 1980 1842 1962 1900 1759 1909 1944 1954 1945 1872 2032 189

1.927 1.926 1.923 1.922 1.890 1.926 1.922 1.925 1.923 1.928 1.925 1.911 1.925 1.922 1.927 1.922 1.923 1.927 1.92

RMM RMM RMM RMM RMM RMM RMM RMM RMM RMM RMM RMM RMM RMM RMM RMM RMM RMM RMM

10.63 10.62 10.42 10.37 10.64 10.69 10.51 10.58 10.48 10.78 10.68 10.72 10.58 10.66 10.67 10.75 10.61 10.62 10.5

2178 2169 2269 2586 2495 2068 2476 2601 2420 2576 2494 2290 2508 2548 2568 2548 2456 2671 249

1.742 1.741 1.741 1.741 1.708 1.740 1.739 1.740 1.741 1.740 1.739 1.726 1.741 1.737 1.741 1.736 1.739 1.742 1.74

00.01 99.94 99.97 99.95 98.06 99.88 99.83 99.91 99.92 99.89 99.85 99.07 99.93 99.71 99.96 99.64 99.80 100.01 99.9

99.64 99.88 99.69

2458 2564 2587 2589 2578 2634 2415 2561 2381 2541 2458 2814 2698 2614 2457 2578 2598

10.87 10.88 10.99 11.31 11.24 11.08 10.97 10.95 10.91 11.32 11.25 11.12 11.32 11.15 10.98 10.99 11.01

99.58 99.68 99.73 99.12 98.83 99.91 99.65 99.36 98.94 98.99 99.33 99.17 99.15 99.02 98.67 98.97 98.99

2 3 4 5 6 1 2 3 4 5 6 1 2 3 4 5 6

2465 2572 2595 2597 2586 2642 2422 2569 2388 2549 2465 2822 2706 2622 2464 2586 2606

7000 7000 7000 7000 7000 7000 7000 7000 7000 7000 7000 7000 7000 7000 7000 7000 7000

4927 4855 4842 4835 4836 4814 4960 4852 4970 4866 4929 4676 4760 4813 4914 4834 4821

1706 1778 1791 1798 1797 1819 1673 1781 1663 1767 1704 1957 1873 1820 1719 1799 1812

1.915 1.917 1.920 1.913 1.907 1.925 1.918 1.912 1.903 1.911 1.916 1.911 1.914 1.909 1.899 1.905 1.906

RMM RMM RMM RMM RMM RMM RMM RMM RMM RMM RMM RMM RMM RMM RMM RMM RMM

10.85 10.86 10.97 11.29 11.22 11.06 10.95 10.93 10.89 11.30 11.23 11.10 11.30 11.13 10.96 10.97 10.99

2224 2320 2338 2334 2325 2379 2183 2316 2153 2290 2216 2540 2431 2359 2221 2330 2348

1.727 1.729 1.730 1.719 1.714 1.733 1.728 1.723 1.716 1.717 1.723 1.720 1.720 1.717 1.711 1.717 1.717

99.38 99.48 99.53 98.92 98.63 99.71 99.45 99.16 98.74 98.79 99.13 98.97 98.95 98.82 98.47 98.77 98.79

99.20 99.16 98.80

2145 2259 2456 2158 2910 2135 2541 2631 2381 2541 2458 2614 2452 2547 2487 2674 2511

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11.31 11.10 10.80 10.70 11.40 10.70 10.91 10.69 10.94 10.98 10.50 10.89 10.93 10.96 11.01 11.00 11.32

00.00 99.20 99.36 99.69 97.38 99.14 99.25 99.64 99.21 98.87 99.65 98.79 98.65 98.78 99.93 99.87 99.75

2 3 4 5 6 1 2 3 4 5 6 1 2 3 4 5 6

2143 2257 2454 2156 2907 2133 2538 2628 2379 2538 2456 2611 2450 2544 2485 2671 2508

7000 7000 7000 7000 7000 7000 7000 7000 7000 7000 7000 7000 7000 7000 7000 7000 7000

5172 5079 4941 5150 4599 5158 4883 4825 4993 4878 4940 4824 4934 4872 4933 4804 4919

1461 1554 1692 1483 2034 1475 1750 1808 1640 1755 1693 1809 1699 1761 1700 1829 1714

1.943 1.924 1.922 1.927 1.894 1.916 1.922 1.926 1.922 1.916 1.923 1.913 1.911 1.914 1.937 1.936 1.939

RMM RMM RMM RMM RMM RMM RMM RMM RMM RMM RMM RMM RMM RMM RMM RMM RMM

11.34 11.13 10.83 10.73 11.43 10.73 10.94 10.72 10.97 11.01 10.53 10.92 10.96 10.99 11.04 11.03 11.35

1925 2031 2214 1947 2609 1926 2288 2374 2144 2286 2222 2354 2208 2292 2238 2406 2252

1.746 1.732 1.734 1.740 1.700 1.730 1.732 1.739 1.732 1.726 1.739 1.724 1.722 1.724 1.744 1.743 1.741

99.80 99.00 99.16 99.49 97.19 98.94 99.05 99.44 99.01 98.67 99.45 98.59 98.45 98.58 99.73 99.67 99.55

99.04 99.09 99.10

2578 2689 2546 2428 2635 2148 2548 2685 2475 2854 2846

10.99 11.11 11.02 10.73 11.02 11.14 10.94 10.73 10.81 10.72 10.74

14 15 16 17 18 19 20 21 22 23 24

2578 2689 2546 2428 2635 2148 2548 2685 2475 2854 2846

7000 7000 7000 7000 7000 7000 7000 7000 7000 7000 7000

4862 4788 4885 4961 4824 5160 4882 4784 4930 4668 4674

1771 1845 1748 1672 1809 1473 1751 1849 1703 1965 1959

1.929 1.931 1.930 1.924 1.930 1.932 1.928 1.924 1.926 1.924 1.925

RMM RMM RMM RMM RMM RMM RMM RMM RMM RMM RMM

10.99 11.11 11.02 10.73 11.02 11.14 10.94 10.73 10.81 10.72 10.74

2323 2420 2293 2193 2373 1933 2297 2425 2234 2578 2570

1.738 1.738 1.738 1.738 1.738 1.738 1.738 1.738 1.738 1.738 1.738

00.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00

100.00 100.00

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2411 2367 2543

11.02 10.89 10.76

99.08 99.19 99.11

4 5 6

2708 2658 2856

7000 7000 7000

4767 4801 4661

1866 1832 1972

1.923 1.923 1.919

RMM RMM RMM

10.63 10.51 10.38

2448 2405 2587

1.738 1.740 1.739

99.77 99.88 99.80

99.89

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Field Density of Soil

(By using Core cutter)Road / Section Details : Date of testing :

Location of test point : Thickness of layer : mm.

Observation Table

a. Calibration:

i) Weight of core cutter (W1) in gm. 856

ii) Volume of core cutter (V) in cc. 1021

Lab M.D.D 1.738 Gm / cc

O.M.C 15.30%Changing coefficient for Moisture content 0.615Changing coefficient for Degree of compaction 1.018

b. Determination of soil density: For embankment (97% to 100%)

6.5 6.95

1

1 2754 1898 1.859 6.95 1.738 100.01 1.738

2 2746 1890 1.851 6.71 1.735 99.81 1.7383 2755 1899 1.860 6.77 1.742 100.23 1.738

4 2749 1893 1.854 6.72 1.737 99.96 1.738

5 2751 1895 1.856 6.67 1.740 100.11 1.738

6 2749 1893 1.854 6.78 1.736 99.90 1.738

2

1 2755 1899 1.860 6.98 1.739 100.03 1.738

2 2752 1896 1.857 7.08 1.734 99.78 1.738

3 2753 1897 1.858 7.05 1.736 99.86 1.738

4 2752 1896 1.857 6.70 1.740 100.14 1.738

5 2747 1891 1.852 6.77 1.735 99.81 1.738

6 2741 1885 1.846 6.51 1.733 99.73 1.738

3

1 2752 1896 1.857 6.83 1.738 100.02 1.738

2 2749 1893 1.854 6.75 1.737 99.93 1.7383 2746 1890 1.851 6.69 1.735 99.83 1.738

4 2749 1893 1.854 6.76 1.737 99.92 1.738

5 2754 1898 1.859 6.72 1.742 100.22 1.738

6 2751 1895 1.856 6.70 1.739 100.09 1.738

4

1 2749 1893 1.854 6.77 1.737 99.91 1.738

2 2740 1884 1.845 6.61 1.731 99.59 1.738

3 2727 1871 1.833 6.61 1.719 98.90 1.738

4 2747 1891 1.852 6.76 1.735 99.82 1.738

5 2744 1888 1.849 6.70 1.733 99.72 1.738

6 2746 1890 1.851 6.96 1.731 99.58 1.738

5

1 2742 1886 1.847 6.73 1.731 99.58 1.7382 2748 1892 1.853 6.78 1.735 99.85 1.738

3 2745 1889 1.850 6.54 1.737 99.92 1.738

4 2748 1892 1.853 6.85 1.734 99.79 1.738

5 2747 1891 1.852 7.02 1.731 99.58 1.738

6 2739 1883 1.844 6.77 1.727 99.39 1.738

6

1 2738 1882 1.843 6.69 1.728 99.41 1.738

2 2743 1887 1.848 6.54 1.735 99.81 1.738

3 2752 1896 1.857 6.97 1.736 99.89 1.738

4 2745 1889 1.850 6.84 1.732 99.64 1.738

5 2752 1896 1.857 7.01 1.735 99.85 1.738

6 2751 1895 1.856 6.67 1.740 100.11 1.738

7

100.00

99.59

99.68

99.78

99.89

Bulk

density

(Yb) =

W3 / V in

gm/cc.

Moisture

content

(Mc) in

%

Dry

density

(Yd) =Yb

X 100 /

(100+Mc)

in gm/cc.

Degree of

compacti

on =(Yd /

Ymd X

100) in %

Avarage

degree of

compacti

on

Sln

o

Maximum

Dry

Density

Ymd in

gm/cc.

100.00

Weight of

core

cutter +

wet soil

(W2) in

gm.

Weight of

wet soil

(W3) =

(W2 - W1)

in gm.

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1 2750 1894 1.855 6.77 1.737 99.97 1.738

2 2752 1896 1.857 6.75 1.740 100.09 1.738

3 2729 1873 1.834 6.79 1.718 98.84 1.738

4 2730 1874 1.835 6.74 1.720 98.94 1.738

5 2747 1891 1.852 6.77 1.735 99.81 1.738

6 2746 1890 1.851 6.76 1.734 99.76 1.738

8

1 2744 1888 1.849 6.48 1.737 99.92 1.738

2 2750 1894 1.855 7.01 1.734 99.74 1.738

3 2736 1880 1.841 6.75 1.725 99.25 1.738

4 2733 1877 1.838 6.72 1.723 99.12 1.7385 2750 1894 1.855 7.12 1.732 99.64 1.738

6 2743 1887 1.848 6.56 1.734 99.79 1.738

9

1 2753 1897 1.858 6.99 1.737 99.92 1.738

2 2721 1865 1.827 6.37 1.717 98.81 1.738

3 2740 1884 1.845 6.81 1.728 99.40 1.738

4 2747 1891 1.852 6.72 1.735 99.86 1.738

5 2744 1888 1.849 6.42 1.738 99.98 1.738

6 2742 1886 1.847 6.55 1.734 99.75 1.738

10

1 2746 1890 1.851 6.77 1.734 99.76 1.738

2 2752 1896 1.857 6.75 1.740 100.09 1.738

3 2767 1911 1.872 6.79 1.753 100.85 1.7384 2748 1892 1.853 6.74 1.736 99.89 1.738

5 2778 1922 1.882 6.77 1.763 101.44 1.738

6 2752 1896 1.857 6.76 1.739 100.08 1.738

11

1 2741 1885 1.846 6.48 1.734 99.76 1.738

2 2750 1894 1.855 7.01 1.734 99.74 1.738

3 2747 1891 1.852 6.75 1.735 99.83 1.738

4 2750 1894 1.855 6.72 1.738 100.01 1.738

5 2770 1914 1.875 7.12 1.750 100.69 1.738

6 2742 1886 1.847 6.56 1.733 99.74 1.738

12

1 2756 1900 1.861 6.99 1.739 100.08 1.738

2 2742 1886 1.847 6.37 1.737 99.92 1.738

3 2757 1901 1.862 6.81 1.743 100.30 1.738

4 2758 1902 1.863 6.72 1.746 100.44 1.738

5 2744 1888 1.849 6.42 1.738 99.98 1.738

6 2768 1912 1.873 6.55 1.758 101.13 1.738

13

1 2750 1894 1.855 6.77 1.737 99.97 1.738

2 2752 1896 1.857 6.75 1.740 100.09 1.738

3 2759 1903 1.864 6.79 1.745 100.42 1.738

4 2743 1887 1.848 6.74 1.731 99.63 1.738

5 2766 1910 1.871 6.77 1.752 100.81 1.738

6 2766 1910 1.871 6.76 1.752 100.82 1.738

14

1 2754 1898 1.859 6.48 1.746 100.45 1.738

2 2770 1914 1.875 7.01 1.752 100.80 1.7383 2771 1915 1.876 6.75 1.757 101.09 1.738

4 2764 1908 1.869 6.72 1.751 100.75 1.738

5 2745 1889 1.850 7.12 1.727 99.38 1.738

6 2743 1887 1.848 6.56 1.734 99.79 1.738

15

1 2769 1913 1.874 6.99 1.751 100.76 1.738

2 2740 1884 1.845 6.37 1.735 99.81 1.738

3 2760 1904 1.865 6.81 1.746 100.46 1.738

4 2728 1872 1.833 6.72 1.718 98.85 1.738

5 2730 1874 1.835 6.42 1.725 99.24 1.738

6 2741 1885 1.846 6.55 1.733 99.70 1.738

16

1 2749 1893 1.854 6.99 1.733 99.71 1.738

100.35

99.96

100.31

99.57

99.58

99.62

100.29

100.38

99.80

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2 2726 1870 1.832 6.37 1.722 99.07 1.738

3 2747 1891 1.852 6.81 1.734 99.77 1.738

4 2758 1902 1.863 6.72 1.746 100.44 1.738

5 2740 1884 1.845 6.42 1.734 99.77 1.738

6 2748 1892 1.853 6.55 1.739 100.07 1.738

17

1 2748 1892 1.853 6.77 1.736 99.86 1.738

2 2764 1908 1.869 6.75 1.751 100.72 1.738

3 2739 1883 1.844 6.79 1.727 99.37 1.738

4 2737 1881 1.842 6.74 1.726 99.31 1.738

5 2746 1890 1.851 6.77 1.734 99.76 1.7386 2748 1892 1.853 6.76 1.736 99.87 1.738

18

1 2740 1884 1.845 6.48 1.733 99.71 1.738

2 2750 1894 1.855 7.01 1.734 99.74 1.738

3 2752 1896 1.857 6.75 1.740 100.09 1.738

4 2754 1898 1.859 6.72 1.742 100.22 1.738

5 2765 1909 1.870 7.12 1.745 100.43 1.738

6 2761 1905 1.866 6.56 1.751 100.75 1.738

19

1 2762 1906 1.867 6.99 1.745 100.39 1.738

2 2754 1898 1.859 6.37 1.748 100.55 1.738

3 2767 1911 1.872 6.81 1.752 100.83 1.738

4 2767 1911 1.872 6.72 1.754 100.91 1.7385 2758 1902 1.863 6.42 1.750 100.72 1.738

6 2754 1898 1.859 6.55 1.745 100.38 1.738

For Sub grade & Shoulders (100%)

1 0.70271 2764 1908 1.869 7.29 1.742 99.99 1.742

2 2767 1911 1.872 7.47 1.742 99.98 1.742

3 2769 1913 1.874 7.53 1.742 100.03 1.742

4 2772 1916 1.877 7.74 1.742 99.99 1.742

5 2773 1917 1.878 7.81 1.742 99.97 1.742

6 2772 1916 1.877 7.70 1.742 100.02 1.742

2

1 2764 1908 1.869 7.25 1.742 100.02 1.742

2 2766 1910 1.871 7.39 1.742 100.00 1.742

3 2767 1911 1.872 7.47 1.742 99.98 1.742

4 2768 1912 1.873 7.51 1.742 99.99 1.742

5 2772 1916 1.877 7.75 1.742 99.98 1.742

6 2773 1917 1.878 7.79 1.742 99.99 1.742

3

1 2766 1910 1.871 7.39 1.742 100.00 1.7422 2767 1911 1.872 7.47 1.742 99.98 1.742

3 2772 1916 1.877 7.72 1.742 100.01 1.742

4 2773 1917 1.878 7.76 1.742 100.02 1.742

5 2768 1912 1.873 7.52 1.742 99.98 1.742

6 2769 1913 1.874 7.58 1.742 99.98 1.742

4

1 2770 1914 1.875 7.63 1.742 99.98 1.742

2 2768 1912 1.873 7.51 1.742 99.99 1.742

3 2767 1911 1.872 7.43 1.742 100.01 1.742

4 2772 1916 1.877 7.74 1.742 99.99 1.742

5 2778 1922 1.882 8.05 1.742 100.01 1.742

6 2765 1909 1.870 7.32 1.742 100.01 1.742

5

Weight of

wet soil

(W3) =

(W2 - W1)

in gm.

99.99

99.99

100.00

Avarage

degree of

compacti

on

Maximum

Dry

Density

Ymd in

gm/cc.

100.00

Sln

o

Bulk

density

(Yb) =

W3 / V in

gm/cc.

Moisture

content

(Mc) in

%

Dry

density

(Yd) =Yb

X 100 /

(100+Mc)

in gm/cc.

Degree of

compacti

on =(Yd /

Ymd X

100) in %

Weight of

core

cutter +

wet soil

(W2) in

gm.

99.81

100.16

100.63

99.80

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1 2767 1911 1.872 7.44 1.742 100.00 1.742

2 2768 1912 1.873 7.49 1.742 100.01 1.742

3 2769 1913 1.874 7.56 1.742 100.00 1.742

4 2764 1908 1.869 7.26 1.742 100.02 1.742

5 2772 1916 1.877 7.73 1.742 100.00 1.742

6 2778 1922 1.882 8.04 1.742 100.02 1.742

6

1 2768 1912 1.873 7.48 1.742 100.02 1.742

2 2767 1911 1.872 7.44 1.742 100.00 1.742

3 2764 1908 1.869 7.28 1.742 100.00 1.742

4 2770 1914 1.875 7.60 1.742 100.01 1.7425 2771 1915 1.876 7.65 1.742 100.02 1.742

6 2773 1917 1.878 7.77 1.742 100.01 1.742

Permissible Limit Whether Confirms to the

Prescribed Limits (Yes/No)

Tested by:

100.01

100.01

8/2/2019 Quality Control Pmgsy

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Field Density of G.S.B

(By using Core cutter)

Name of the road :

Package no. :

Road / Section Details : Date of testing :

Location of test point : Thickness of layer : mm.

Observation Table

a. Calibration:

i) Weight of core cutter (W1) in gm. 856

ii) Volume of core cutter (V) in cc. 1021

b. Determination of soil density:

0.740

8.40% 2.002 8.51 100.00 1 3074 2218 2.172 8.51 2.002

2.002 8.44 100.00 2 3073 2217 2.171 8.44 2.002

2.002 7.66 100.00 3 3057 2201 2.156 7.66 2.002

2.002 7.78 100.00 4 3059 2203 2.158 7.78 2.002

2.002 8.61 100.00 5 3076 2220 2.174 8.61 2.002

2.002 7.41 100.00 6 3052 2196 2.151 7.41 2.002

2.002 7.48 100.00 1 3053 2197 2.152 7.48 2.002

2.002 7.18 100.00 2 3047 2191 2.146 7.18 2.002

2.002 7.32 100.00 3 3050 2194 2.149 7.32 2.002

2.002 7.14 100.00 4 3046 2190 2.145 7.14 2.002

2.002 8.44 100.00 5 3073 2217 2.171 8.44 2.002

2.002 8.13 100.00 6 3066 2210 2.165 8.13 2.002

2.002 8.21 100.00 1 3068 2212 2.167 8.21 2.002

2.002 7.41 100.00 2 3052 2196 2.151 7.41 2.002

2.002 7.71 100.00 3 3058 2202 2.157 7.71 2.002

2.002 8.06 100.00 4 3065 2209 2.164 8.06 2.002

2.002 7.90 100.00 5 3062 2206 2.161 7.90 2.0022.002 8.13 100.00 6 3066 2210 2.165 8.13 2.002

2.002 7.67 100.00 1 3057 2201 2.156 7.67 2.002

2.002 7.84 100.00 2 3060 2204 2.159 7.84 2.002

2.002 7.47 100.00 3 3053 2197 2.152 7.47 2.002

2.002 7.64 100.00 4 3056 2200 2.155 7.64 2.002

2.002 7.44 100.00 5 3052 2196 2.151 7.44 2.002

2.002 7.40 100.00 6 3051 2195 2.150 7.40 2.002

Maximu

m Dry

Density

Ymd in

gm/cc.

Degree

of

compacti

on =(Yd /

Ymd X

100) in %

Weight of

core

cutter +

wet soil

(W2) in

gm.

O.M.C Moisture

content

(Mc) in

%

Sl

no

Bulk

density

(Yb) =

W3 / V in

gm/cc.

Moisture

content

(Mc) in

%

Dry

density

(Yd) =Yb

X 100 /

(100+Mc)

in gm/cc.

Weight of

wet soil

(W3) =

(W2 - W1)

in gm.

8/2/2019 Quality Control Pmgsy

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2.002 7.67 100.00 1 3057 2201 2.156 7.67 2.002

2.002 7.49 100.00 2 3053 2197 2.152 7.49 2.002

2.002 7.53 100.00 3 3054 2198 2.153 7.53 2.002

2.002 7.52 100.00 4 3054 2198 2.153 7.52 2.002

2.002 8.11 100.00 5 3066 2210 2.165 8.11 2.002

2.002 7.48 100.00 6 3053 2197 2.152 7.48 2.002

Layer Value Permissible Limit Wheth

Prescrib

If result don't confirm to the prescribed Limits, Non Confirmance Report will be issued by the

PIU. The reference for the page No.of this Register on which Non Confirmance Reports copy

preserved. Page No..Date of issue.

* Field density as percent of Maximum Dry Density at OMC.

Checked by: Tested by:

8/2/2019 Quality Control Pmgsy

12/35

100.00 2.002

100.02 2.002

100.02 2.002

100.00 2.002

100.00 2.002

100.02 2.002

100.00 2.002

100.01 2.002

100.02 2.002

100.00 2.002

100.02 2.002

99.99 2.002

100.01 2.002

100.02 2.002

100.02 2.002

100.01 2.002

100.02 2.00299.99 2.002

100.01 2.002

99.99 2.002

100.01 2.002

99.99 2.002

99.99 2.002

99.99 2.002

Avarage

degree of

compacti

on

Maximum

Dry

Density

Ymd in

gm/cc.

100.01

100.01

100.01

100.00

Degree of

compacti

on =(Yd /

Ymd X

100) in %

8/2/2019 Quality Control Pmgsy

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100.01 2.002

99.99 2.002

100.00 2.002

100.01 2.002

100.01 2.002

100.00 2.002

r Confirms to the

ed Limits (Yes/No)

100.00

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1 5 6 1 2 3 4 5

63 mm 100.00 100 63 mm 0 0 0 100.00

53 mm 96.02 95 -100 53 mm 1582 3.98 3.98 96.02

45 mm 71.35 65 - 90 45 mm 9803 24.67 28.65 71.35

22.4 mm 7.93 0 -10 22.4 mm 25202 63.42 92.07 7.93

11.2 mm 0.00 0 - 5 11.2 mm 3151 7.93 100.00 0.00

Total Wt = 39738

Grading of 13.2 to 5.6mm chips for P.M.C Grading of 13.2 to 5.6mm chips for P.M.C

Weight of s 3000 gm. Weight of sample : 3000 gm.

I.S.Sieve Percentage Permissible I.S.Sieve Weight of Percent of Cumulativ Percentag

designation passing (%) value (%) designatio retained (g retained ( of Wt. Ret passing (%

1 5 6 1 2 3 4 5

13.2 mm 100.00 100 13.2 mm 0 0.00 0.00 100.00

11.2 mm 97.02 95 -100 11.2 mm 89 2.97 2.97 97.03

5.6 mm 24.33 15 - 35 5.6 mm 2181 72.70 75.67 24.33

180 mic 0.00 0 - 10 180 mic 730 24.33 100.00 0.00Total Wt = 3000

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Permissible

value (%)

6

100

90 - 100

85 - 100

75 - 100

60 - 79

12 - 40

0 - 10

Permissible

value (%)

6

100

25 - 45

< 10

0

Permissible

value (%)

6

100

90 -100

25 - 75

0 - 15

0 - 5

Permissible

value (%)

8/2/2019 Quality Control Pmgsy

17/35

6

100

95 -100

65 - 90

0 -10

0 - 5

Permissible

value (%)

6

100

95 -100

15 - 35

0 - 10

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Liquid Limit.

1 2 3 4 5 6 Remarks

1 Container no. 1 1 1 1 1 1

2 Wt of container+Wet soil 99.70 106.20 109.20 99.70 106.20 114.20

3 Wt of container+Dry soil 87.13 92.23 94.43 86.11 90.40 95.76

4 Loss of Moisture 12.57 13.97 14.77 13.59 15.80 18.44

5 Wt of container 22.00 22.00 22.00 22.00 22.00 22.006 Wt of Dry soil 65.13 70.23 72.43 64.11 68.40 73.76

7 Moisture content % 19.30 19.90 20.40 21.20 23.10 25.00

8 Number of Blows 31 30 29 28 26 24

Liquid Limit (L.L) = 24.00

Plastic Limit.

1 2 3 Remarks

1 Container no. 1 1 1

2 Wt of container+Wet soil 84.00 85.30 81.10

3 Wt of container+Dry soil 74.50 75.64 71.584 Loss of Moisture 9.50 9.66 9.52

5 Wt of container 22.00 22.00 22.00

6 Wt of Dry soil 52.50 53.64 49.58

7 Moisture content % 18.10 18.00 19.20

Plastic Limit (P.L) = 18.43

Plastic Index. 5.57

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Smple no : Date of Testing :

Name of Quarry / location ; Weight of Sample taken :

1 2 3

Fill up reqd wt of aggregates 1522 1541 1536

379.13 395.73 415.18

Fill up reqd % of Impact value 24.91 25.68 27.03

1 2 3

1522 1541 1536

379 396 41524.90 25.70 27.02

Smple no : Date of Testing :

Name of Quarry / location ; Weight of Sample taken :

1 2 3

Fill up reqd wt of aggregates 1539 1528 1533

326.58 319.96 322.39

Fill up reqd % of Impact value 21.22 20.94 21.03

1 2 3

1539 1528 1533

327 320 322

21.25 20.94 21.00

Weight of aggregate sample filling in the cylinder = W1 (gm)

Weight of aggregate passing 2.36 mm sieve after the test = W2 (gm)

A.I.V = ( W2 / W1 ) x 100

Test Nos.

Observation

Test Nos.

Value Permissible Limit

25.87

Aggregate Impact Value for Grade - III metal.

Whether Confirm

Prescribed Limits (

Less than 40%

Layer

Aggregate Impact Value for Grade - II metal.

Observation

Weight of aggregate sample filling in the cylinder = W1 (gm)

Weight of aggregate passing 2.36 mm sieve after the test = W2 (gm)

Test Nos.

Test Nos.

A.I.V = ( W2 / W1 ) x 100

8/2/2019 Quality Control Pmgsy

20/35

21.06 Less than 30%

Layer Value Permissible Limit Whether Confirm

Prescribed Limits (

8/2/2019 Quality Control Pmgsy

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21.06

to the

Yes/No)

Average

in ( % )

Average

in ( % )

25.87

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to the

Yes/No)

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Test for Rate of Spread of Primer

Size of Tray / Plate = 0.30 m x 0.30 m = 0.09

Changing coefficient 1.000

Test No. Weight of Binder Rate of Spread Avarage Spread Required rate of

on Tray in grams Kg / Sqm

in kg / sqm

1 77.39 0.860

2 76.94 0.855

3 77.48 0.861

4 77.30 0.859

5 77.12 0.857 0.862 0.850

6 77.48 0.861

7 78.02 0.867

8 78.20 0.869

9 77.66 0.863

10 77.84 0.865

Test for Rate of Spread of Tack coat

Size of Tray / Plate = 0.30 m x 0.30 m = 0.09

Changing coefficient 1.002

Test No. Weight of Binder Rate of Spread Avarage Spread Required rate of

on Tray in grams Kg / Sqm

in kg / sqm

1 25.07 0.279

2 24.89 0.277

3 24.80 0.276

4 24.71 0.2755 24.62 0.274 0.276 0.275

6 25.16 0.280

7 24.62 0.274

8 24.71 0.275

9 24.89 0.277

10 24.71 0.275

Grading of 13.2mm Aggregates for PMC.

Weight of sample : 2000 gm.

I.S.Sieve Weight of sample Percent of wt Cumulative percent Percentage of Wt. Permissible

designation retained (gm) retained (%) of Wt. Retained (%) passing (%) value (%)

1 2 3 4 5 6

22.4 mm 0 0 0 100.00 100

11.2 mm 2000 100.00 100.00 0.00 0

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Grading of 11.2mm Aggregates for PMC.

Weight of sample : 1000 gm.

I.S.Sieve Weight of sample Percent of wt Cumulative percent Percentage of Wt. Permissible

designation retained (gm) retained (%) of Wt. Retained (%) passing (%) value (%)

1 2 3 4 5 6

13.2 mm 0 0 0 100.00 1005.6 mm 1000 100.00 100.00 0.00 0

Mixed Grading of Aggregates for PMC.

Weight of sample : 3000 gm.

I.S.Sieve Weight of sample Percent of wt Cumulative percent Percentage of Wt. Permissible

designation retained (gm) retained (%) of Wt. Retained (%) passing (%) value (%)

1 2 3 4 5 6

22.4 mm 0 0 0 100.00 100

13.2 mm 294 9.80 9.80 90.20 85 - 10011.2 mm 1962 65.40 75.20 24.80 0 - 40

5.6 mm 744 24.80 100.00 0.00 0

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sqm

sqm

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Percentage of Bitumen in 20mm th P.M.C & 6mm th Seal coat.

1) Tack coat

Materials required for 10 Sqm

Weight of Bitumen 2.75 Kg for 10 Sqm

2) 20mm th Premix Carpet.

Materials required for 10 Sqm

Quantity of Chips 0.27 Cum

Bulk density of chips 1500 Kg/Cum (As per actual observation)

Weight of chips 0.27 x 1500 = 405 KgWeight of Bitumen 14.6 Kg for 10 Sqm

% of Bitumen by Wt. 14.6 / 405 x 100 = 3.605 %

3) 6mm th Seal coat

Materials required for 10 Sqm

Quantity of Chips 0.09 Cum

Bulk density of chips 1500 Kg/Cum (As per actual observation)

Weight of chips 0.09 x 1500 = 135 Kg

Weight of Bitumen 6.5 Kg for 10 Sqm

% of Bitumen by Wt. 6.5 / 135.0 x 100 = 4.815 %

Bitumen content for Tack coat, Premix carpet & Seal coat collected from site.

Weight of chips 405 + 135 = 540 KgWeight of Bitumen 2.75 + 14.6 + 6.5 = 23.85 Kg

% of Bitumen by Wt. 23.85 / 540 x 100 = 4.417 %

Test for Binder content in P.M.C

1.001

(1) (2) (3) (4) (5) (6) (7) (8) (9) (10) (11) (12)

1 100 - - - - - 96.40 3.60%

2 100 - - - - - 96.42 3.58%

3 100 - - - - - 96.38 3.62%

4 100 - - - - - 96.36 3.64%

5 100 - - - - - 96.37 3.63%

6 100 - - - - - 96.41 3.59%

7 100 - - - - - 96.38 3.62%

8 100 - - - - - 96.34 3.66%

9 100 - - - - - 96.40 3.60%

10 100 - - - - - 96.35 3.65%

Test for Binder content in Seal coat

1.001

Wt of

filter

paper

after

extractio

n (D)

Wt of

filter

collecte

d from

extract

after

allowing

for

settling

(E)

If No

Date of

issue of

NCR/Pa

ge No of

O/C

Wt of

filter

collecte

d in filter

paper (B-

D)=(F)

Wt of

aggrega

te+filter

collecte

d after

extractio

n

(C+E+F)

= (G)

Percent

age of

Bitumen

in the

mix(A-

G)x100/

A

Whether

within

Prescrib

ed

Limits(Y

es/No)

Test

No.

Referen

ce of the

sample

Date Wt of

mix

taken

before

extractio

n (A)

Wt of

filter

paper

before

extractio

n (B)

Wt of

mix after

extractio

n (C)

Test

No.

Referen

ce of the

sample

Date Wt of

mix

taken

before

extractio

n (A)

Wt of

filter

paper

before

extractio

n (B)

Wt of

mix after

extractio

n (C)

Wt of

filter

paper

after

extractio

n (D)

Wt of

filter

collecte

d from

extract

after

allowing

for

If No

Date of

issue of

NCR/Pa

ge No of

O/C

Wt of

filter

collecte

d in filter

paper (B-

D)=(F)

Wt of

aggrega

te+filter

collecte

d after

extractio

n

(C+E+F)

Percent

age of

Bitumen

in the

mix(A-

G)x100/

A

Whether

within

Prescrib

ed

Limits(Y

es/No)

8/2/2019 Quality Control Pmgsy

27/35

(1) (2) (3) (4) (5) (6) (7) (8) (9) (10) (11) (12)

1 100 - - - - - 95.18 4.82%

2 100 - - - - - 95.15 4.85%

3 100 - - - - - 95.17 4.83%

4 100 - - - - - 95.17 4.83%

5 100 - - - - - 95.18 4.82%

6 100 - - - - - 95.17 4.83%

7 100 - - - - - 95.18 4.82%8 100 - - - - - 95.16 4.84%

9 100 - - - - - 95.15 4.85%

10 100 - - - - - 95.17 4.83%

Test for Binder content in Cake(T.C+PMC+SC)

1.000

(1) (2) (3) (4) (5) (6) (7) (8) (9) (10) (11) (12)

1 100 4 93.56 6 - 2 95.56 4.44%

2 100 5 94.57 6 - 1 95.57 4.43%

3 100 5 93.55 7 - 2 95.55 4.45%

4 150 4 141.36 6 - 2 143.36 4.43%

5 130 5 122.23 7 - 2 124.23 4.44%

6 125 4 118.43 5 - 1 119.43 4.46%

7 150 5 142.33 6 - 1 143.33 4.45%

8 100 5 93.53 7 - 2 95.53 4.47%

9 125 5 118.46 6 - 1 119.46 4.43%

10 150 4 142.37 5 - 1 143.37 4.42%

settling

(E)

= (G)

Wt of

filter

paper

before

extractio

n (B)

Wt of

mix after

extractio

n (C)

Wt of

filter

paper

after

extractio

n (D)

Wt of

filter

collecte

d from

extract

after

allowingfor

settling

(E)

Test

No.

Referen

ce of the

sample

Date Wt of

mix

taken

before

extractio

n (A)

If No

Date of

issue of

NCR/Pa

ge No of

O/C

Wt of

filter

collecte

d in filter

paper (B-

D)=(F)

Wt of

aggrega

te+filter

collecte

d after

extractio

n(C+E+F)

= (G)

Percent

age of

Bitumen

in the

mix(A-

G)x100/

A

Whether

within

Prescrib

ed

Limits(Y

es/No)

8/2/2019 Quality Control Pmgsy

28/35

(13) (14)

Tested

By

Checke

d By

Require

d % of

Biutume

n

3.605%

Tested

By

Checke

d By

Require

d % of

Biutume

n

8/2/2019 Quality Control Pmgsy

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(13) (14)

(13) (14)

4.815%

4.417%

Tested

By

Checke

d By

Require

d % of

Biutume

n

8/2/2019 Quality Control Pmgsy

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Field Density of Soil Form No. EW-8

(Sand replacement method)

Test-

Road/Selection Details : Date of testing :

Location of test point : Thickness of layer :

Observation Table

a. Calibration:

i) Mean weight of sand in cone(of pouring cylinder) (W2) in gm.

ii) Volume of calibrating cylinder (V) in cc.

iii) Weight of (sand+cylinder) before pouring (W1) in gm.

iv) Mean weight of (sand+cylinder) after pouring (W3) in gm.

v) Weightof sand to fill calibrating cylinder (Wa) = W1-W2-W3 in gm.

vi) Bulk density of sand (Ys) = Wa/V in gm/cc.

b. Determination of soil density:

i) Determination number

ii) Weightof wet soil from hole (Ww) in gm.

iii) Weight of (sand+cylinder) before pouring (W1) in gm.

iv) Weight of (sand+cylinder) after pouring (W4) in gm.

v) Weight of sand in hole (Wb) = W1-W4-W2 in gm.

vi) Bulk density (Yb) = Ww/Wb*Ys in gm/cc.

vii) Moisture Content container number.

viii) Moisture content (W) in percent

Ix) Weight of dry soil from the hole (Wd) in gm.

x) Dry density (Yd) =Wd/Wb*Ys in gm/cc.

xi) Degree of compaction in percent.

Layer Value Permissible Limit Whether Confirms to th

Prescribed Limits (Yes/N

If result don't confirm to the prescribed Limits,non confirmance Report will be issued by the PIU. The referenc

for the page No. of this Register on which Non Confirmance Reports copy preserved.

Page No..Date of issue.

* Field density as percent of Maximum Dry Density at OMC.

Checked by: Tested by:

8/2/2019 Quality Control Pmgsy

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mm.

o)

e

8/2/2019 Quality Control Pmgsy

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Field Density of Soil / G.S.B

(By using Core cutter)

Name of the road :

Package no. :

Road / Section Details : Date of testing :

Location of test point : Thickness of layer : mm.

Observation Table

a. Calibration:

i) Weight of core cutter (W1) in gm.

ii) Volume of core cutter (V) in cc.

b. Determination of soil density:

i) Determination number

ii) Weight of core cutter + wet soil (W2) in gm.

iii) Weight of wet soil (W3) = (W2 - W1) in gm.

iv) Bulk density (Yb) = W3 / V in gm/cc.

v) Moisture content (Mc) in %

vi) Dry density (Yd) =Yb X 100 / (100+Mc) in gm/cc.

vii) Maximum Dry Density Ymd in gm/cc.

viii) Optimum Moisture Content in %

ix) Degree of compaction =(Yd / Ymd X 100) in %

Junior Engineer Assistant Engineer

R.W.Section, Padmapur R.W.Sub-Division, Gunupur

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Form No. SB-1

Test for Granular Sub Base

Sieve Analysis (I.S:2720(part-4)-1985)

Name of the road :

Package no. :

Road / Section Details : Date of testing :

Sample no : Weight of sample taken : (gm)

Dry Sieving

1 2 3 4 5 6

26.5 mm 100

4.75 mm 25 - 45

0.075 mm < 10

Junior Engineer Assistant Engineer

R.W.Section, Padmapur R.W.Sub-Division, Gunupur

I.S.Sieve

designation

Weight of sample

retained (gm)

Percentage

of Wt.

Passing (%)

Prescribed Limit

(%) Wt

Passing/Retained

Percent of wt

retained (%)

Cumulative percent

of Wt. retained (%)

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Form No. GB-2

Test for Water Bond Macadam Base

Sieve Analysis of Aggregate (I.S:2386 Part-1)WBM Grade - II

Name of the road :

Package no. :

Road / Section Details : Date of testing :

Sample no : Weight of sample taken : (gm)

1 2 3 4 5 6

90 mm 100

63 mm 90 - 100

53 mm 25 - 75

45 mm 0 - 15

22.4 mm 0 - 5

Junior Engineer Assistant Engineer

R.W.Section, Padmapur R.W.Sub-Division, Gunupur

Permissible valuePercentage

of Wt.

Passing (%)

Cumulative percent

of Wt. retained (%)

Percent of wt

retained (%)

Weight of sample

retained (gm)

I.S.Sieve

designation

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Form No. GB-2

Test for Water Bond Macadam Base

Sieve Analysis of Aggregate (I.S:2386 Part-1)WBM Grade - III

Name of the road :

Package no. :

Road / Section Details : Date of testing :

Sample no : Weight of sample taken : (gm)

1 2 3 4 5 6

63 mm 100

53 mm 95 - 100

45 mm 65 - 90

22.4 mm 0 - 10

11.2 mm 0 - 5

Junior Engineer Assistant Engineer

R.W.Section, Padmapur R.W.Sub-Division, Gunupur

Percentage

of Wt.

Passing (%)

Permissible valueI.S.Sieve

designation

Weight of sample

retained (gm)

Percent of wt

retained (%)

Cumulative percent

of Wt. retained (%)