Combined Gradation Report
Report Name: HMA Aggregates (Size 1/2"): Type A HMA - Continuous Mixing Plant - Sieve Analysis With RAP
Report ID: Combined Gradation-2024-08-16
Specification: Type A HMA 1/2 inch (Submittal ID: JMF3511-22-2024-60)
|
Subsample Material DIME Sample ID Test Method Percentage Other |
1 Aggregate 2024-07-31-77 AASHTO T27-14 Percentage 75 % Total WT 2224.2 g Fine Agg WT 501.9 g | 2 Reclaimed Asphalt Pavement 2024-07-31-78 AASHTO T30-19 Percentage 25 % Total WT 1639.6 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 | 75.0 | 0.0 | 0 | 100 | 25.0 | 100 | - | |
|
1½" |
0.0 | 100 | 75.0 | 0.0 | 0 | 100 | 25.0 | 100 | - | |
|
1" |
0.0 | 100 | 75.0 | 0.0 | 0 | 100 | 25.0 | 100 | - | |
|
¾" |
0.0 | 100 | 75.0 | 9.0 | 0 | 99 | 24.9 | 100 | 100 | 100 - 100 |
|
½" |
163.3 | 93 | 69.5 | 220.7 | -0.1 | 86 | 21.6 | 91 | 95 | 90 - 100 |
|
⅜" |
425.0 | 81 | 60.7 | 465.4 | -1 | 71 | 17.7 | 78 | 78 | 73 - 83 |
|
No. 4 |
1,081.1 | 51 | 38.5 | 801.3 | -1 | 50 | 12.5 | 51 | 52 | 47 - 57 |
|
No. 8 |
184.7 | 32 | 24.4 | 1,016.0 | -0.9 | 37 | 9.3 | 34 | 35 | 30 - 40 |
|
No. 16 |
295.4 | 21 | 15.9 | 1,188.5 | -0.8 | 27 | 6.7 | 23 | 23 | - |
|
No. 30 |
362.0 | 14 | 10.7 | 1,312.8 | -1.2 | 19 | 4.7 | 15 | 16 | 12 - 20 |
|
No. 50 |
405.2 | 10 | 7.4 | 1,402.1 | -0.8 | 14 | 3.4 | 11 | 11 | - |
|
No. 100 |
433.2 | 7 | 5.3 | 1,461.3 | -0.7 | 10 | 2.5 | 8 | 8 | - |
|
No. 200 |
449.6 | 5.4 | 4.0 | 1,499.2 | -0.6 | 8.0 | 2.0 | 6.0 | 6 | 4 - 8 |
|
General comments |
|
| ||||||||
Gradation By: Colt Sweeny
Report Comment:
Published By: Colt Sweeny
Published Date: 2024-08-20
Published Comment:
Report Comment:
Published By: Colt Sweeny
Published Date: 2024-08-20
Published Comment: