Combined Gradation Report
Report Name: HMA Aggregates (Size 3/4"): Type A HMA - Sieve Analysis With RAP
Report ID: Combined Gradation-2025-09-14
Specification: Type A HMA 3/4 inch (Submittal ID: JMF3511-22-2025-2)
|
Subsample Material DIME Sample ID Test Method Percentage Other |
1 Aggregate 2025-09-03-57 AASHTO T27-14 Percentage 78 % Total WT 5352.2 g Fine Agg WT 514.4 g | 2 Reclaimed Asphalt Pavement 2025-09-03-58 AASHTO T30-19 Percentage 22 % Total WT 1389.7 g Correction Factor: Yes |
Combined Gradation 100 % |
Target Value |
Specification Limits (Target Value ± Tolerance) | |||||
|
Sieve Size |
WT RET | % PASS | % USED | WT RET | CF | % PASS | % USED |
% PASS
|
% PASS |
% PASS |
|
2" |
0.0 | 100 | 78.0 | 0.0 | 0 | 100 | 22.0 | 100 | - | |
|
1½" |
0.0 | 100 | 78.0 | 0.0 | 0 | 100 | 22.0 | 100 | - | |
|
1" |
0.0 | 100 | 78.0 | 0.0 | 0 | 100 | 22.0 | 100 | 100 | 100 - 100 |
|
¾" |
86.0 | 98 | 76.7 | 0.0 | 0 | 100 | 22.0 | 99 | 98 | 93 - 100 |
|
½" |
812.0 | 85 | 66.2 | 0.0 | 0 | 100 | 22.0 | 88 | 85 | 79 - 91 |
|
⅜" |
1,346.0 | 75 | 58.4 | 47.3 | -0.2 | 96 | 21.2 | 80 | 75 | - |
|
No. 4 |
2,947.0 | 45 | 35.1 | 424.3 | 0.3 | 70 | 15.3 | 50 | 47 | 42 - 52 |
|
No. 8 |
206.1 | 27 | 21.0 | 699.3 | -0.1 | 50 | 10.9 | 32 | 31 | 26 - 36 |
|
No. 16 |
314.9 | 17 | 13.6 | 874.4 | -0.5 | 37 | 8.0 | 22 | 21 | - |
|
No. 30 |
377.7 | 12 | 9.3 | 1,000.4 | -0.6 | 27 | 6.0 | 15 | 15 | 11 - 19 |
|
No. 50 |
418.8 | 8 | 6.5 | 1,104.6 | 0.1 | 21 | 4.5 | 11 | 11 | - |
|
No. 100 |
446.5 | 6 | 4.6 | 1,181.0 | -0.1 | 15 | 3.3 | 8 | 8 | - |
|
No. 200 |
463.1 | 4.5 | 3.5 | 1,234.4 | -0.1 | 11.1 | 2.4 | 5.9 | 5.8 | 3.8 - 7.8 |
|
General comments |
|
| ||||||||
Gradation By: Colt Sweeny
Report Comment:
Published By: Colt Sweeny
Published Date: 2025-09-16
Published Comment:
Report Comment:
Published By: Colt Sweeny
Published Date: 2025-09-16
Published Comment: