Combined Gradation Report
Report Name: HMA Aggregates (Size 3/4"): Type A HMA - Sieve Analysis With RAP
Report ID: Combined Gradation-2024-09-38
Specification: Type A HMA 3/4 inch (Submittal ID: JMF3511-22-2024-50)
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Subsample Material DIME Sample ID Test Method Percentage Other |
1 Aggregate 2024-09-04-96 AASHTO T27-14 Percentage 76.4 % Total WT 6004.5 g Fine Agg WT 517.8 g | 2 Reclaimed Asphalt Pavement 2024-09-04-97 AASHTO T30-19 Percentage 23.6 % Total WT 1522.2 g Correction Factor: Yes |
Combined Gradation 100 % |
Target Value |
Specification Limits (Target Value ± Tolerance) | |||||
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Sieve Size |
WT RET | % PASS | % USED | WT RET | CF | % PASS | % USED |
% PASS
|
% PASS |
% PASS |
|
2" |
0.0 | 100 | 76.4 | 0.0 | 0 | 100 | 23.6 | 100 | - | |
|
1½" |
0.0 | 100 | 76.4 | 0.0 | 0 | 100 | 23.6 | 100 | - | |
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1" |
0.0 | 100 | 76.4 | 0.0 | 0 | 100 | 23.6 | 100 | 100 | 100 - 100 |
|
¾" |
150.0 | 98 | 74.5 | 0.0 | 0 | 100 | 23.6 | 98 | 98 | 93 - 100 |
|
½" |
1,035.0 | 83 | 63.2 | 0.0 | 0 | 100 | 23.6 | 87 | 86 | 80 - 92 |
|
⅜" |
1,520.0 | 75 | 57.1 | 17.4 | -1.3 | 98 | 23.0 | 80 | 75 | - |
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No. 4 |
3,563.0 | 41 | 31.1 | 472.6 | 2 | 71 | 16.7 | 48 | 49 | 44 - 54 |
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No. 8 |
236.4 | 22 | 16.9 | 801.2 | 1.3 | 49 | 11.5 | 28 | 31 | 26 - 36 |
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No. 16 |
342.0 | 14 | 10.5 | 1,016.4 | 0 | 33 | 7.8 | 18 | 20 | - |
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No. 30 |
400.7 | 9 | 7.0 | 1,157.5 | -0.7 | 23 | 5.5 | 13 | 14 | 10 - 18 |
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No. 50 |
436.6 | 6 | 4.9 | 1,254.8 | -2.7 | 15 | 3.5 | 8 | 10 | - |
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No. 100 |
459.2 | 5 | 3.5 | 1,320.3 | -3 | 10 | 2.4 | 6 | 8 | - |
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No. 200 |
473.3 | 3.5 | 2.7 | 1,362.9 | -2.9 | 7.6 | 1.8 | 4.5 | 5.3 | 3.3 - 7.3 |
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General comments |
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Gradation By: Colt Sweeny
Report Comment:
Published By: Colt Sweeny
Published Date: 2024-09-19
Published Comment:
Report Comment:
Published By: Colt Sweeny
Published Date: 2024-09-19
Published Comment: