Combined Gradation Report
Report Name: HMA Aggregates (Size 3/8"): Type A HMA - Continuous Mixing Plant - Sieve Analysis With RAP
Report ID: Combined Gradation-2026-09-6
Specification: Type A HMA 3/8 inch (Submittal ID: JMF3511-22-2025-5)
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Subsample Material DIME Sample ID Test Method Percentage Other |
1 Aggregate 2026-08-20-69 AASHTO T27-14 Percentage 75 % Total WT 1077.1 g | 2 Reclaimed Asphalt Pavement 2026-08-20-70 AASHTO T30-19 Percentage 25 % Total WT 1526.5 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
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% PASS |
% PASS |
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2" |
0.0 | 100 | 75.0 | 0.0 | 0 | 100 | 25.0 | 100 | - | |
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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 | - | |
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½" |
13.0 | 99 | 74.1 | 0.0 | 0.2 | 100 | 25.0 | 99 | 100 | 100 - 100 |
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⅜" |
98.4 | 91 | 68.1 | 32.2 | 0.9 | 99 | 24.7 | 93 | 95 | 90 - 100 |
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No. 4 |
734.0 | 32 | 23.9 | 408.1 | 4.1 | 77 | 19.3 | 43 | 55 | 50 - 60 |
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No. 8 |
878.2 | 18 | 13.8 | 709.1 | 2.2 | 56 | 13.9 | 28 | 30 | 25 - 35 |
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No. 16 |
941.4 | 13 | 9.4 | 924.4 | 1.4 | 41 | 10.2 | 20 | 20 | - |
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No. 30 |
977.7 | 9 | 6.9 | 1,084.0 | 0.8 | 30 | 7.4 | 14 | 15 | 10 - 20 |
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No. 50 |
1,000.8 | 7 | 5.3 | 1,204.9 | 0.1 | 21 | 5.3 | 11 | 11 | - |
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No. 100 |
1,015.8 | 6 | 4.3 | 1,300.0 | -0.3 | 15 | 3.6 | 8 | 9 | - |
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No. 200 |
1,028.0 | 4.6 | 3.4 | 1,360.0 | -0.3 | 10.6 | 2.7 | 6.1 | 6.2 | 4.2 - 8.2 |
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General comments |
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Gradation By: Colt Sweeny
Report Comment:
Published By: Colt Sweeny
Published Date: 2026-09-09
Published Comment: Combined Gradation does not meet Specs on 1/2-inch and No.4 Sieve.
Report Comment:
Published By: Colt Sweeny
Published Date: 2026-09-09
Published Comment: Combined Gradation does not meet Specs on 1/2-inch and No.4 Sieve.