Combined Gradation Report
Report Name: HMA Aggregates (Size 3/4"): Type A HMA - Continuous Mixing Plant - Sieve Analysis With RAP
Report ID: Combined Gradation-2025-04-6
Specification: Type A HMA 3/4 inch (Submittal ID: JMF3511-22-2025-15)
|
Subsample Material DIME Sample ID Test Method Percentage Other |
1 Aggregate 2025-04-22-49 AASHTO T27-14 Percentage 76.4 % Total WT 5157.1 g Fine Agg WT 501.3 g | 2 Reclaimed Asphalt Pavement 2025-04-22-50 AASHTO T30-19 Percentage 23.6 % Total WT 1518.5 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 | 76.4 | 0.0 | 0 | 100 | 23.6 | 100 | - | |
|
1½" |
0.0 | 100 | 76.4 | 0.0 | 0 | 100 | 23.6 | 100 | - | |
|
1" |
0.0 | 100 | 76.4 | 0.0 | 0 | 100 | 23.6 | 100 | 100 | 100 - 100 |
|
¾" |
200.0 | 96 | 73.4 | 0.0 | 0 | 100 | 23.6 | 97 | 98 | 93 - 100 |
|
½" |
1,310.0 | 75 | 57.0 | 0.0 | 0 | 100 | 23.6 | 81 | 87 | 81 - 93 |
|
⅜" |
1,854.0 | 64 | 48.9 | 11.4 | -1.3 | 98 | 23.1 | 72 | 74 | - |
|
No. 4 |
3,190.0 | 38 | 29.1 | 321.4 | 2 | 81 | 19.1 | 48 | 50 | 45 - 55 |
|
No. 8 |
202.4 | 23 | 17.4 | 661.2 | 1.3 | 58 | 13.6 | 31 | 32 | 27 - 37 |
|
No. 16 |
313.8 | 14 | 10.9 | 907.9 | 0 | 40 | 9.5 | 20 | 21 | - |
|
No. 30 |
376.0 | 10 | 7.3 | 1,076.3 | -0.7 | 28 | 6.7 | 14 | 14 | 10 - 18 |
|
No. 50 |
412.6 | 7 | 5.2 | 1,193.7 | -2.7 | 19 | 4.4 | 10 | 10 | - |
|
No. 100 |
435.6 | 5 | 3.8 | 1,271.5 | -3 | 13 | 3.1 | 7 | 7 | - |
|
No. 200 |
450.0 | 3.9 | 3.0 | 1,324.7 | -2.9 | 9.9 | 2.3 | 5.3 | 5.3 | 3.3 - 7.3 |
|
General comments |
|
| ||||||||
Gradation By: Colt Sweeny
Report Comment:
Published By: Colt Sweeny
Published Date: 2025-04-29
Published Comment:
Report Comment:
Published By: Colt Sweeny
Published Date: 2025-04-29
Published Comment: