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LOUIS BERGER GROUP |
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KANDAHAR -
HERAT ROAD |
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ADRASKAN
CENTRAL LABORATORY |
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SIEVE
ANALYSIS FOR FINE AND COURSE AGGREGATES |
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20/07/2006 |
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Asphalt Content Determination / AASHTO T308-04 |
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| Date Sampled: |
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Sample Ref No.: |
KH
- 1330 |
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| Date Tested: |
20/07/2006 |
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Container No |
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1 |
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| Location: |
Kandahar - Herat Road,Section 5 |
Mass of Wet Mix &
Container |
m2 |
5974.9 |
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| Mass
of Burned Mix and Container |
m3 |
5861.9 |
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| Description: |
Sample From
site km (501+120) L/S Temp:165 C /
10:12 AM |
Mass of Container |
m1 |
3246.8 |
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| Mass
of HMA sample prior to ignition |
A |
2728.1 |
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| Proposed
Use: |
Wearing Course (WC) |
Mass of Aggs remaining
after ignition |
B |
2615.1 |
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| Mass
of Asphal Binder |
C |
113.0 |
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Bitumen
Content |
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D = (A-B) / A x 100 |
4.14% |
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| Mass of Mineral Aggregates (g) |
2615.1 |
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%tage of material passing through
75um Test Sieve |
3.5% |
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| Test Sieve |
Weight Retained |
Percentage Retained |
Percentage Passing |
JMF Limits |
Maximum Wt ret. on Sieve |
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| 75 mm |
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0.0 |
100.0 |
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| 63 mm |
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0.0 |
100.0 |
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| 50 mm |
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0.0 |
100.0 |
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4500 |
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| 37.5 mm |
0.0 |
0.0 |
100.0 |
100.0 |
3500 |
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| 25 mm |
18.9 |
0.7 |
99.3 |
87-100 |
2500 |
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| 19 mm |
298.0 |
11.4 |
87.9 |
72-88 |
2000 |
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| 12.5 mm |
269.5 |
10.3 |
77.6 |
55-75 |
1500 |
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| 9.5 mm |
208.8 |
8.0 |
69.6 |
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1000 |
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| 4.75 mm |
459.9 |
17.6 |
52.0 |
33-47 |
500 |
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| 2.36 mm |
407.2 |
15.6 |
36.4 |
24-36 |
300 |
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| 564.6 |
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Weight Riffled |
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(RF2) |
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| Riffle Factor |
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1.000 |
(RF1/RF2) |
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| 1.18 mm |
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0.0 |
0.0 |
36.4 |
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100 |
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| 600 um |
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0.0 |
0.0 |
36.4 |
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75 |
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| 425 um |
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0.0 |
0.0 |
36.4 |
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75 |
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| 300 um |
648.1 |
648.1 |
24.8 |
11.7 |
7-17 |
50 |
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| 150 um |
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0.0 |
0.0 |
11.7 |
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40 |
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| 75 um |
212.5 |
212.5 |
8.1 |
3.5 |
3-7 |
30 |
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| Pan |
92.2 |
92.2 |
3.5 |
0.0 |
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25 |
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| Weight Pass |
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0.0 |
100.0 |
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| Totals |
2615.1 |
952.8 |
0.0 |
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| Signature |
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Signature |
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Signature |
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| LBG |
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LBG |
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LBG |
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| Operator |
M.Hossein |
Checked by : Eng. Es-haq |
Certified By: Digna M.Ugalino |
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