Combined Gradation Report
Report Name: HMA Aggregates (Size 3/4"): Type A HMA - Continuous Mixing Plant - Sieve Analysis With RAP
Report ID: Combined Gradation-2025-07-9
Specification: Type A HMA 3/4 inch (Submittal ID: JMF3511-22-2025-16)
|
Subsample Material DIME Sample ID Test Method Percentage Other |
1 Aggregate 2025-06-26-63 AASHTO T27-14 Percentage 85 % Total WT 5066.3 g Fine Agg WT 524.7 g | 2 Reclaimed Asphalt Pavement 2025-06-26-64 AASHTO T30-19 Percentage 15 % Total WT 1543.2 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 | 85.0 | 0.0 | 0 | 100 | 15.0 | 100 | - | |
|
1½" |
0.0 | 100 | 85.0 | 0.0 | 0 | 100 | 15.0 | 100 | - | |
|
1" |
0.0 | 100 | 85.0 | 0.0 | 0 | 100 | 15.0 | 100 | 100 | 100 - 100 |
|
¾" |
75.0 | 99 | 83.7 | 0.0 | 0 | 100 | 15.0 | 99 | 98 | 93 - 100 |
|
½" |
1,121.0 | 78 | 66.2 | 51.1 | -0.1 | 97 | 14.5 | 81 | 82 | 76 - 88 |
|
⅜" |
1,791.0 | 65 | 55.0 | 174.1 | -0.2 | 89 | 13.3 | 68 | 69 | - |
|
No. 4 |
2,826.0 | 44 | 37.6 | 645.9 | -0.4 | 58 | 8.7 | 46 | 46 | 41 - 51 |
|
No. 8 |
192.5 | 28 | 23.8 | 933.7 | 0.5 | 40 | 6.0 | 30 | 30 | 25 - 35 |
|
No. 16 |
308.2 | 18 | 15.5 | 1,097.0 | -0.2 | 29 | 4.3 | 20 | 20 | - |
|
No. 30 |
379.1 | 12 | 10.4 | 1,216.2 | -0.7 | 20 | 3.1 | 14 | 14 | 10 - 18 |
|
No. 50 |
428.4 | 8 | 6.9 | 1,319.3 | -1 | 14 | 2.0 | 9 | 10 | - |
|
No. 100 |
465.5 | 5 | 4.2 | 1,382.4 | -0.9 | 10 | 1.4 | 6 | 6 | - |
|
No. 200 |
486.3 | 3.2 | 2.8 | 1,419.8 | -0.8 | 7.2 | 1.1 | 3.9 | 4 | 2 - 6 |
|
General comments |
|
| ||||||||
Gradation By: Colt Sweeny
Report Comment:
Published By: Colt Sweeny
Published Date: 2025-07-09
Published Comment: Combined Gradation Complies
Report Comment:
Published By: Colt Sweeny
Published Date: 2025-07-09
Published Comment: Combined Gradation Complies