Combined Gradation Report
Report Name: HMA Aggregates (Size 3/4"): Type A HMA - Sieve Analysis With RAP
Report ID: Combined Gradation-2025-04-5
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 2025-04-17-39 AASHTO T27-14 Percentage 76.4 % Total WT 5112.1 g Fine Agg WT 512.4 g | 2 Reclaimed Asphalt Pavement 2025-04-17-40 AASHTO T30-19 Percentage 23.6 % Total WT 1538.5 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" |
164.0 | 97 | 73.9 | 0.0 | 0 | 100 | 23.6 | 98 | 98 | 93 - 100 |
|
½" |
1,147.0 | 78 | 59.3 | 0.0 | 0 | 100 | 23.6 | 83 | 86 | 80 - 92 |
|
⅜" |
1,616.0 | 68 | 52.2 | 5.9 | -1.3 | 98 | 23.2 | 75 | 75 | - |
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No. 4 |
3,219.0 | 37 | 28.3 | 338.2 | 2 | 80 | 18.9 | 47 | 49 | 44 - 54 |
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No. 8 |
198.7 | 23 | 17.3 | 685.4 | 1.3 | 57 | 13.4 | 31 | 31 | 26 - 36 |
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No. 16 |
316.1 | 14 | 10.8 | 937.7 | 0 | 39 | 9.2 | 20 | 20 | - |
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No. 30 |
380.1 | 10 | 7.3 | 1,104.8 | -0.7 | 27 | 6.5 | 14 | 14 | 10 - 18 |
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No. 50 |
416.0 | 7 | 5.3 | 1,219.3 | -2.7 | 18 | 4.3 | 10 | 10 | - |
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No. 100 |
438.2 | 5 | 4.1 | 1,294.5 | -3 | 13 | 3.0 | 7 | 8 | - |
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No. 200 |
453.2 | 4.3 | 3.3 | 1,347.2 | -2.9 | 9.5 | 2.3 | 5.6 | 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: 2025-04-23
Published Comment: Combined Gradation Complies
Report Comment:
Published By: Colt Sweeny
Published Date: 2025-04-23
Published Comment: Combined Gradation Complies