H.W.: Typical marshal test gave the following data: Stability (kN) 4.89 Unit Weight density (kg/m³) V. T. M (%) 12.5 V. F. B. (%) Binder content Flow (%) 3.0 (mm) 2.20 2169 24 4.0 7.06 2.30 2207 7.20 65 5.0 8.06 2.90 2255 3.90 84 6.0 7.52 3.60 2227 2.40 91 7.0 6.49 4.80 2190 1.90 93 1. Plot graphs of binder content versus stability, flow, %V.T.M, %V.M.A, %V.F.B. and unit weight. 2. From these graphs determine the optimum binder content for assumed values of (4%V.T.M.) and (80%V.F.B.). 3. Check if that optimum binder content will meet the Iraq design specification (I.D.S.)?

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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H.W.:
Typical marshal test gave the following data:
Unit Weight
Stability
(kN)
V. Т. М
(%)
12.5
V. F. B.
(%)
Binder content
Flow
density (kg/m³)
2169
(%)
(mm)
2.20
3.0
4.89
24
4.0
7.06
2.30
2207
7.20
65
5.0
8.06
2.90
2255
3.90
84
6.0
7.52
3.60
2227
2.40
91
7.0
6.49
4.80
2190
1.90
93
1. Plot graphs of binder content versus stability, flow, %V.T.M, %V.M.A,
%V.F.B. and unit weight.
2. From these graphs determine the optimum binder content for assumed values of
(4%V.T.M.) and (80%V.F.B.).
3. Check if that optimum binder content will meet the Iraq design specification
(I.D.S.)?
4. State whether the mix requires redesigning or it can be used in the pavement?
Transcribed Image Text:H.W.: Typical marshal test gave the following data: Unit Weight Stability (kN) V. Т. М (%) 12.5 V. F. B. (%) Binder content Flow density (kg/m³) 2169 (%) (mm) 2.20 3.0 4.89 24 4.0 7.06 2.30 2207 7.20 65 5.0 8.06 2.90 2255 3.90 84 6.0 7.52 3.60 2227 2.40 91 7.0 6.49 4.80 2190 1.90 93 1. Plot graphs of binder content versus stability, flow, %V.T.M, %V.M.A, %V.F.B. and unit weight. 2. From these graphs determine the optimum binder content for assumed values of (4%V.T.M.) and (80%V.F.B.). 3. Check if that optimum binder content will meet the Iraq design specification (I.D.S.)? 4. State whether the mix requires redesigning or it can be used in the pavement?
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