Combined Gradation Report
Report Name: HMA Aggregates (Size 3/4"): Type A HMA - Continuous Mixing Plant - Sieve Analysis With RAP
Report ID: Combined Gradation-2024-08-13
Specification: Type A HMA 3/4 inch (Submittal ID: JMF3511-22-2024-50)
|
Subsample Material DIME Sample ID Test Method Percentage Other |
1 Aggregate 2024-07-29-74 AASHTO T27-14 Percentage 76.4 % Total WT 5109.1 g Fine Agg WT 520.1 g | 2 Reclaimed Asphalt Pavement 2024-07-29-75 AASHTO T30-19 Percentage 23.6 % Total WT 1599.8 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" |
71.0 | 99 | 75.3 | 0.0 | 0 | 100 | 23.6 | 99 | 98 | 93 - 100 |
|
½" |
1,070.0 | 79 | 60.4 | 0.0 | 0 | 100 | 23.6 | 84 | 86 | 80 - 92 |
|
⅜" |
1,859.0 | 64 | 48.6 | 21.4 | -1.3 | 97 | 23.0 | 72 | 75 | - |
|
No. 4 |
3,358.0 | 34 | 26.2 | 426.2 | 2 | 75 | 17.8 | 44 | 49 | 44 - 54 |
|
No. 8 |
215.6 | 20 | 15.3 | 747.7 | 1.3 | 55 | 12.9 | 28 | 31 | 26 - 36 |
|
No. 16 |
342.3 | 12 | 9.0 | 970.1 | 0 | 39 | 9.3 | 18 | 20 | - |
|
No. 30 |
403.4 | 8 | 5.9 | 1,129.0 | -0.7 | 29 | 6.8 | 13 | 14 | 10 - 18 |
|
No. 50 |
436.3 | 6 | 4.2 | 1,242.8 | -2.7 | 20 | 4.6 | 9 | 10 | - |
|
No. 100 |
456.8 | 4 | 3.2 | 1,328.2 | -3 | 14 | 3.3 | 6 | 8 | - |
|
No. 200 |
470.5 | 3.3 | 2.5 | 1,390.5 | -2.9 | 10.2 | 2.4 | 4.9 | 5.3 | 3.3 - 7.3 |
|
General comments |
|
| ||||||||
Gradation By: Colt Sweeny
Report Comment:
Published By: Colt Sweeny
Published Date: 2024-08-15
Published Comment:
Report Comment:
Published By: Colt Sweeny
Published Date: 2024-08-15
Published Comment: