Combined Gradation Report
Report Name: JMF 24-08-P01
Report ID: Combined Gradation-2024-11-7
Specification: Type A HMA 3/4 inch (Submittal ID: JMF3511-22-2024-45)
|
Subsample Material DIME Sample ID Test Method Percentage Other |
1 Aggregate 2024-05-14-120 AASHTO T27-14 Percentage 78 % Total WT 4981 g Fine Agg WT 488.2 g | 2 Reclaimed Asphalt Pavement 2024-05-14-121 AASHTO T30-19 Percentage 22 % Total WT 1543.9 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" |
211.0 | 96 | 74.7 | 0.0 | 0 | 100 | 22.0 | 97 | 98 | 93 - 100 |
|
½" |
1,298.0 | 74 | 57.7 | 0.0 | 0 | 100 | 22.0 | 80 | 79 | 73 - 85 |
|
⅜" |
1,799.0 | 64 | 49.8 | 18.8 | 0 | 99 | 21.7 | 72 | 70 | - |
|
No. 4 |
3,075.0 | 38 | 29.8 | 556.1 | -1.4 | 63 | 13.8 | 44 | 46 | 41 - 51 |
|
No. 8 |
203.5 | 22 | 17.4 | 873.3 | -1 | 42 | 9.3 | 27 | 30 | 25 - 35 |
|
No. 16 |
327.3 | 13 | 9.8 | 1,059.5 | -1.1 | 30 | 6.7 | 16 | 20 | - |
|
No. 30 |
385.8 | 8 | 6.3 | 1,175.3 | -1.2 | 23 | 5.0 | 11 | 14 | 10 - 18 |
|
No. 50 |
417.1 | 6 | 4.3 | 1,262.5 | -0.7 | 18 | 3.9 | 8 | 10 | - |
|
No. 100 |
436.4 | 4 | 3.2 | 1,329.6 | 0.2 | 14 | 3.1 | 6 | 8 | - |
|
No. 200 |
447.2 | 3.2 | 2.5 | 1,389.9 | 0.4 | 10.4 | 2.3 | 4.8 | 6 | 4 - 8 |
|
General comments |
|
| ||||||||
Gradation By: Ward Jenkins
Report Comment: 22.0% RAP SR
Published By: Ward Jenkins
Published Date: 2024-12-02
Published Comment: JMF 24-08-P01
Report Comment: 22.0% RAP SR
Published By: Ward Jenkins
Published Date: 2024-12-02
Published Comment: JMF 24-08-P01