Download - S.D.B.C Design Sheet Standard
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7/27/2019 S.D.B.C Design Sheet Standard
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1 Enter the Specific Gravities of aggregates in Specific Gr. Worksheet
2 Enter the Marshall test properties in Marshall Work sheet.
3 In "Design" Worksheet the design parameters are calculated.
4 The final Graphs can be viewed in "Graph" worksheet
Notes to enter the Data
Dont work in this cell (No input is required)
Fill the cell with the data (Input is required)
The input data is Wrong (Dont input anything in this cell - Its a queary cell)
The input data is Right
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7/27/2019 S.D.B.C Design Sheet Standard
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Bulk Apparent % Absor. 13.2mm 0
13.2mm 2.480 2.532 0.052 0.900 11.2 mm 30
11.2 mm 2.480 2.529 0.049 0.850 6.3 mm 456.3 mm 2.410 2.439 0.029 0.843 Dust 25
Dust 2.410 2.445 0.035 0.800 Filler 0
Filler 3.15 Total 100
Bitumen 1.014
1 2 3 4 5
13.2mm 0 0 0 0 0
11.2 mm 30 30 30 30 30
6.3 mm 45 45 45 45 45
Dust 25 25 25 25 25
Filler 0 0 0 0 0
100 100 100 100 100
Bitumen % 4.5 5 5.2 5.4 6
Stability 1113 1271 1323 1271 1153
Flow 2.23 2.44 3.47 3.85 4.47
G - Bulk 2.43 2.43 2.43 2.43 2.43
G- App. 2.47 2.47 2.47 2.47 2.47
G - Eff. 2.45 2.45 2.45 2.45 2.45
G - Mix 2.30 2.29 2.28 2.28 2.26
G - mb 2.17 2.19 2.20 2.23 2.18
Air Voids 5.65 4.24 3.55 1.85 3.37
VMA 14.68 14.42 14.21 13.11 15.67
P Bit. Ab. 0.31 0.31 0.31 0.31 0.31
Eff. Bit.(Pbe) 4.21 4.71 4.91 5.11 5.71VFB 61.41 70.52 74.96 85.87 78.41
Specific Gravity of Aggregates. Aggregate Percentage
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7/27/2019 S.D.B.C Design Sheet Standard
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2.16
2.17
2.18
2.19
2.202.21
2.22
2.23
2.24
3.5 4.5 5.5 6.5
Density
Bitumen Percentage
Density Graph
Density Graph
1.50
2.00
2.50
3.00
3.50
4.00
4.50
5.00
5.50
6.00
3 4 5 6 7
%A
irVoids
Bitumen Percentage
Air Voids
Air Voids
12.00
12.50
13.00
13.50
14.00
14.50
15.00
15.50
16.00
3 4 5 6 7
%V
MA
Bitumen Percentage
VMA Graph
VMA Graph
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7/27/2019 S.D.B.C Design Sheet Standard
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2.00
2.50
3.00
3.50
4.00
4.50
5.00
3.5 4.5 5.5 6.5
FlowValu
e
Bitumen Percentage
Flow Graph
Flow Graph
600
700
800
900
1000
1100
1200
1300
1400
3.5 4.5 5.5 6.5
MarshallStability
Bitumen Percentage
Stability Graph
Stability Graph
50.00
55.00
60.00
65.00
70.00
75.00
80.00
85.00
90.00
3 4 5 6 7
%V
FB
Bitumen Percentage
VFB Graph
VFB Graph
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1 1250.00 675.00 1252.00 577.000 2.166 200.000 0.83 1055.760 2.20
2 1245.00 675.00 1248.00 573.000 2.173 210.000 0.86 1148.616 2.30
3 1252.00 680.00 1255.00 575.000 2.177 215.000 0.83 1134.942 2.202.172 1113.106 2.233
1 1255.00 685.00 1257.00 572.000 2.194 233.000 0.86 1274.417 2.45
2 1252.00 682.00 1255.00 573.000 2.185 230.000 0.86 1258.008 2.45
3 1245.00 680.00 1248.00 568.000 2.192 234.000 0.86 1279.886 2.42
2.190 1270.770 2.440
1 1263.00 690.00 1265.00 575.000 2.197 246.000 0.83 1298.585 3.50
2 1260.00 690.00 1262.00 572.000 2.203 243.000 0.86 1329.113 3.40
3 1254.50 685.00 1255.00 570.000 2.201 245.000 0.86 1340.052 3.50
2.200 1322.583 3.467
1 1265.00 710.00 1268.00 558.000 2.267 230.000 0.86 1258.008 3.80
2 1260.00 700.00 1268.00 568.000 2.218 235.000 0.86 1285.356 3.90
3 1262.00 695.00 1265.00 570.000 2.214 232.000 0.86 1268.947 3.85
2.233 1270.770 3.850
1 1270.00 690.00 1273.00 583.000 2.178 222.000 0.83 1171.894 4.402 1260.00 690.00 1268.00 578.000 2.180 218.000 0.83 1150.778 4.50
3 1268.00 690.00 1270.00 580.000 2.186 215.000 0.83 1134.942 4.50
2.181 1152.538 4.467
1 0 471 1.14
2 471 482 1.14
3 483 496 1.09
4 496 508 1.04
5 508 522 1
6 522 535 0.96
7 536 546 0.93
8 547 559 0.89
9 560 573 0.8610 574 585 0.83
FlowBitumen % Sl. No. Wt. in Air Wt. in W. SSD Volume Bulk Den. Vol. Corr.
4.5
5
5.2
5.4
Stability
(Kg)
Volume Corrections :
6
Stability
Reading
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Agg+Basket in water W1 1650 1658
Wt. Of basket in water W2 1049 1049
Wt. Surface dry Agg. W3 1010 1008
Wt. Of Oven dry Agg. W4 1000 1000Sp. Gravity. 2.4450 2.5060 2.476
App. Sp. G. 2.5060 2.5580 2.532
Water Absor. 1.0000 0.8000 0.900
Agg+Basket in water W1 1653 1654
Wt. Of basket in water W2 1049 1049
Wt. Surface dry Agg. W3 1008 1009
Wt. Of Oven dry Agg. W4 1000 1000
Sp. Gravity. 2.4750 2.4750 2.475
App. Sp. G. 2.5250 2.5320 2.529Water Absor. 0.8000 0.9000 0.850
Wt of Pyc. W1 672 672
Wt. Pyc+Sample W2 1177 1176
Wt. Pyc+Sample+water W3 1865 1890
Wt. Of Pyc+ Water W4 1570 1595
Wt. Of Sample W2-W1 505 504
Wt. Of Oven Dry Sample W5 500 500
Sp. Gravity. 2.4050 2.4110 2.408
App. Sp. GR. 2.4390 2.4390 2.439Water Absor. 1.0000 0.8000 0.900
Wt of Pyc. W1 672 672
Wt. Pyc+Sample W2 1175 1177
Wt. Pyc+Sample+water W3 1865 1870
Wt. Of Pyc+ Water W4 1572 1572
Wt. Of Sample W2-W1 503 505
Wt. Of Oven Dry Sample W5 500 500
Sp. Gravity. 2.3950 2.4400 2.418
App. Sp. GR. 2.4150 2.4750 2.445Water Absor. 0.6000 1.0000 0.800
Wt of Spg. W1 31.9 31.9
Wt. Spg+water W2 82.4 82.4
Specific Gravity of Bitumen
Specific Gravity of 13.2 mm
Specific Gravity of 11.2 mm
Specific Gravity of 6.7 mmGrit
Specific Gravity of dust
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Wt. Spg.+Sample W3 71.54 72.2
Wt. Of Spg+ sample+Wa W4 82.7 83.1
Sp. Gravity. 1.008 1.018 1.013