s.d.b.c design sheet standard

7/27/2019 S.D.B.C Design Sheet Standard

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1

2

3

4

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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3/8

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


4/8

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


5/8

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


6/8

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


7/8

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

s.d.b.c design sheet standard

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