Combined Gradation Report
Report Name: JMF 23-07-P04
Report ID: Combined Gradation-2026-06-8
Specification: Type A HMA 1/2 inch (Submittal ID: JMF3511-22-2024-47)
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Subsample Material DIME Sample ID Test Method Percentage Other |
1 Aggregate 2026-05-18-72 AASHTO T27-14 Percentage 75 % Total WT 2190.2 g Fine Agg WT 520 g | 2 Reclaimed Asphalt Pavement 2026-05-18-73 AASHTO T30-19 Percentage 25 % Total WT 1503.3 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 | 75.0 | 0.0 | 0 | 100 | 25.0 | 100 | - | |
|
1½" |
0.0 | 100 | 75.0 | 0.0 | 0 | 100 | 25.0 | 100 | - | |
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1" |
0.0 | 100 | 75.0 | 0.0 | 0 | 100 | 25.0 | 100 | - | |
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¾" |
0.0 | 100 | 75.0 | 0.0 | 0 | 100 | 25.0 | 100 | 100 | 100 - 100 |
|
½" |
134.6 | 94 | 70.4 | 0.0 | 0 | 100 | 25.0 | 95 | 96 | 91 - 100 |
|
⅜" |
622.2 | 72 | 53.7 | 57.8 | -0.2 | 96 | 24.0 | 78 | 83 | 78 - 88 |
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No. 4 |
1,208.7 | 45 | 33.6 | 549.0 | 1.3 | 65 | 16.2 | 50 | 52 | 47 - 57 |
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No. 8 |
199.9 | 28 | 20.7 | 841.1 | 2.8 | 47 | 11.7 | 32 | 35 | 30 - 40 |
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No. 16 |
311.2 | 18 | 13.5 | 1,003.3 | 3.2 | 36 | 9.1 | 23 | 23 | - |
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No. 30 |
375.8 | 12 | 9.3 | 1,112.8 | 2.3 | 28 | 7.1 | 16 | 16 | 12 - 20 |
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No. 50 |
419.0 | 9 | 6.5 | 1,202.2 | 1.3 | 21 | 5.3 | 12 | 11 | - |
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No. 100 |
448.5 | 6 | 4.6 | 1,278.9 | 0.8 | 16 | 3.9 | 9 | 8 | - |
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No. 200 |
466.1 | 4.6 | 3.5 | 1,337.8 | 0.4 | 11.4 | 2.9 | 6.4 | 5.9 | 3.9 - 7.9 |
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General comments |
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Gradation By: Ward Jenkins
Report Comment:
Published By: Ward Jenkins
Published Date: 2026-06-26
Published Comment: JMF 23-07-P04 Gradation by CT 384 is passing.
Report Comment:
Published By: Ward Jenkins
Published Date: 2026-06-26
Published Comment: JMF 23-07-P04 Gradation by CT 384 is passing.