Combined Gradation Report
Report Name: JMF 22-01-P11
Report ID: Combined Gradation-2025-02-1
Specification: Type A HMA 3/4 inch (Submittal ID: JMF3511-22-2022-3)
|
Subsample Material DIME Sample ID Test Method Percentage Other |
1 Aggregate 2024-05-28-81 AASHTO T27-14 Percentage 76 % Total WT 5148.8 g Fine Agg WT 517.2 g | 2 Reclaimed Asphalt Pavement 2024-05-28-82 AASHTO T30-19 Percentage 24 % Total WT 1753.6 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 | 76.0 | 0.0 | 0 | 100 | 24.0 | 100 | - | |
|
1½" |
0.0 | 100 | 76.0 | 0.0 | 0 | 100 | 24.0 | 100 | - | |
|
1" |
0.0 | 100 | 76.0 | 0.0 | 0 | 100 | 24.0 | 100 | 100 | 100 - 100 |
|
¾" |
0.0 | 100 | 76.0 | 0.0 | 0.2 | 100 | 24.0 | 100 | 98 | 93 - 100 |
|
½" |
528.0 | 90 | 68.2 | 261.1 | 0.2 | 85 | 20.5 | 89 | 90 | 84 - 96 |
|
⅜" |
1,595.0 | 69 | 52.5 | 528.1 | -1 | 69 | 16.5 | 69 | 67 | - |
|
No. 4 |
3,093.0 | 40 | 30.3 | 910.7 | -0.4 | 48 | 11.4 | 42 | 42 | 37 - 47 |
|
No. 8 |
194.3 | 25 | 18.9 | 1,141.9 | -0.4 | 34 | 8.3 | 27 | 29 | 24 - 34 |
|
No. 16 |
299.5 | 17 | 12.8 | 1,314.8 | -0.5 | 25 | 5.9 | 19 | 17 | - |
|
No. 30 |
362.6 | 12 | 9.1 | 1,434.1 | -0.8 | 17 | 4.2 | 13 | 13 | 9 - 17 |
|
No. 50 |
405.0 | 9 | 6.6 | 1,518.8 | -0.7 | 13 | 3.0 | 10 | 9 | - |
|
No. 100 |
434.8 | 6 | 4.8 | 1,580.6 | -0.8 | 9 | 2.2 | 7 | 6 | - |
|
No. 200 |
454.6 | 4.8 | 3.7 | 1,625.4 | -0.6 | 6.7 | 1.6 | 5.3 | 4.8 | 2.8 - 6.8 |
|
General comments |
All data re-entered. Data appeared to be correct in the previous attempt, but all coarse sieves displayed 100% passing in later reports. |
| ||||||||
Gradation By: Ward Jenkins
Report Comment:
Published By: Ward Jenkins
Published Date: 2025-02-04
Published Comment: JMF 22-01-P11, "Mix ID - L220310"
Report Comment:
Published By: Ward Jenkins
Published Date: 2025-02-04
Published Comment: JMF 22-01-P11, "Mix ID - L220310"