Combined Gradation Report
Report Name: JMF 24-09-001
Report ID: Combined Gradation-2024-12-1
Specification: Type A HMA 3/4 inch (Submittal ID: JMF3511-22-2024-65)
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Subsample Material DIME Sample ID Test Method Percentage Other |
1 Aggregate 2024-05-16-118 AASHTO T27-14 Percentage 79.2 % Total WT 5111.6 g Fine Agg WT 495.8 g | 2 Reclaimed Asphalt Pavement 2024-05-16-119 AASHTO T30-19 Percentage 20.8 % Total WT 1401.1 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
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% PASS |
% PASS |
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2" |
0.0 | 100 | 79.2 | 0.0 | 0 | 100 | 20.8 | 100 | - | |
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1½" |
0.0 | 100 | 79.2 | 0.0 | 0 | 100 | 20.8 | 100 | - | |
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1" |
0.0 | 100 | 79.2 | 0.0 | 0 | 100 | 20.8 | 100 | 100 | 100 - 100 |
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¾" |
11.0 | 100 | 79.0 | 0.0 | 0 | 100 | 20.8 | 100 | 98 | 93 - 100 |
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½" |
985.0 | 81 | 63.9 | 0.0 | 0 | 100 | 20.8 | 85 | 84 | 78 - 90 |
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⅜" |
1,583.0 | 69 | 54.7 | 3.7 | -0.8 | 99 | 20.6 | 75 | 74 | - |
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No. 4 |
2,971.0 | 42 | 33.2 | 332.9 | -1.5 | 75 | 15.5 | 49 | 46 | 41 - 51 |
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No. 8 |
207.6 | 24 | 19.3 | 659.9 | -0.1 | 53 | 11.0 | 30 | 29 | 24 - 34 |
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No. 16 |
329.0 | 14 | 11.2 | 870.7 | 0.1 | 38 | 7.9 | 19 | 19 | - |
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No. 30 |
387.5 | 9 | 7.2 | 1,015.2 | 0.2 | 28 | 5.8 | 13 | 14 | 10 - 18 |
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No. 50 |
420.3 | 6 | 5.1 | 1,117.2 | -0.3 | 20 | 4.2 | 9 | 10 | - |
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No. 100 |
440.5 | 5 | 3.7 | 1,187.5 | -0.8 | 14 | 3.0 | 7 | 8 | - |
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No. 200 |
453.8 | 3.5 | 2.8 | 1,233.4 | -0.9 | 11.1 | 2.3 | 5.1 | 5.4 | 3.4 - 7.4 |
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General comments |
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Gradation By: Ward Jenkins
Report Comment: "10000-ton milestone"
Published By: Ward Jenkins
Published Date: 2024-12-02
Published Comment: JMF 24-19-001, "10000-ton milestone"
Report Comment: "10000-ton milestone"
Published By: Ward Jenkins
Published Date: 2024-12-02
Published Comment: JMF 24-19-001, "10000-ton milestone"