Combined Gradation Report
Report Name: HMA Aggregates (Size 3/4"): Type A HMA - Continuous Mixing Plant - Sieve Analysis With RAP
Report ID: Combined Gradation-2025-11-17
Specification: Type A HMA 3/4 inch (Submittal ID: JMF3511-22-2025-15)
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Subsample Material DIME Sample ID Test Method Percentage Other |
1 Aggregate 2025-11-03-71 AASHTO T27-14 Percentage 76.4 % Total WT 5067.9 g Fine Agg WT 518.6 g | 2 Reclaimed Asphalt Pavement 2025-11-03-72 AASHTO T30-19 Percentage 23.6 % Total WT 1955.9 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 | - | |
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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 |
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¾" |
127.0 | 97 | 74.5 | 0.0 | 0 | 100 | 23.6 | 98 | 98 | 93 - 100 |
|
½" |
1,189.0 | 77 | 58.5 | 0.0 | 0 | 100 | 23.6 | 82 | 87 | 81 - 93 |
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⅜" |
1,725.0 | 66 | 50.4 | 10.9 | -1.3 | 98 | 23.2 | 74 | 74 | - |
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No. 4 |
2,801.0 | 45 | 34.2 | 445.9 | 2 | 79 | 18.7 | 53 | 50 | 45 - 55 |
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No. 8 |
170.3 | 30 | 23.0 | 907.9 | 1.3 | 55 | 13.0 | 36 | 32 | 27 - 37 |
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No. 16 |
281.9 | 20 | 15.6 | 1,182.7 | 0 | 40 | 9.3 | 25 | 21 | - |
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No. 30 |
367.4 | 13 | 10.0 | 1,362.7 | -0.7 | 30 | 7.0 | 17 | 14 | 10 - 18 |
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No. 50 |
414.8 | 9 | 6.8 | 1,502.5 | -2.7 | 20 | 4.8 | 12 | 10 | - |
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No. 100 |
440.6 | 7 | 5.1 | 1,614.0 | -3 | 14 | 3.4 | 9 | 7 | - |
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No. 200 |
456.4 | 5.4 | 4.1 | 1,697.9 | -2.9 | 10.3 | 2.4 | 6.5 | 5.3 | 3.3 - 7.3 |
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General comments |
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Gradation By: Colt Sweeny
Report Comment: JMF3511-22-2025-15
Published By: Colt Sweeny
Published Date: 2025-11-26
Published Comment:
Report Comment: JMF3511-22-2025-15
Published By: Colt Sweeny
Published Date: 2025-11-26
Published Comment: