Combined Gradation Report
Report Name: HMA Aggregates (Size 3/4"): Type A HMA - Continuous Mixing Plant - Sieve Analysis With RAP
Report ID: Combined Gradation-2024-05-1
Specification: Type A HMA 3/4 inch (Submittal ID: JMF3511-22-2022-3)
|
Subsample Material DIME Sample ID Test Method Percentage Other |
1 Aggregate 2024-03-19-57 AASHTO T27-14 Percentage 75 % Total WT 5047.3 g Fine Agg WT 458.7 g | 2 Reclaimed Asphalt Pavement 2024-03-19-58 AASHTO T30-19 Percentage 25 % Total WT 1572.4 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 | 100 | 100 - 100 |
|
¾" |
0.0 | 100 | 75.0 | 0.0 | 0.2 | 100 | 25.0 | 100 | 98 | 93 - 100 |
|
½" |
463.0 | 91 | 68.1 | 90.4 | 0.2 | 94 | 23.6 | 92 | 90 | 84 - 96 |
|
⅜" |
1,679.0 | 67 | 50.1 | 273.8 | -1 | 82 | 20.4 | 70 | 67 | - |
|
No. 4 |
3,232.0 | 36 | 27.0 | 654.4 | -0.4 | 58 | 14.5 | 41 | 42 | 37 - 47 |
|
No. 8 |
168.6 | 23 | 17.1 | 915.4 | -0.4 | 41 | 10.3 | 27 | 29 | 24 - 34 |
|
No. 16 |
262.1 | 15 | 11.6 | 1,100.3 | -0.5 | 30 | 7.4 | 19 | 17 | - |
|
No. 30 |
318.3 | 11 | 8.3 | 1,224.4 | -0.8 | 21 | 5.3 | 14 | 13 | 9 - 17 |
|
No. 50 |
355.2 | 8 | 6.1 | 1,316.9 | -0.7 | 16 | 3.9 | 10 | 9 | - |
|
No. 100 |
381.8 | 6 | 4.5 | 1,386.8 | -0.8 | 11 | 2.8 | 7 | 6 | - |
|
No. 200 |
398.3 | 4.7 | 3.6 | 1,434.9 | -0.6 | 8.1 | 2.0 | 5.6 | 4.8 | 2.8 - 6.8 |
|
General comments |
P1=100.%, P¾=100.%, P½=91%, P№4=36%, P№8=23%, P№30=11%, P№200=4.7% |
Psr1=100.%, Psr¾=100.%, Psr½=94%, Psr№4=58%, Psr№8=41%, Psr№30=21%, Psr№200=8.1% | ||||||||
Report Comment: JMF 22-01-P10
Published By: Ward Jenkins
Published Date: 2024-05-09
Published Comment: JMF 22-01-P10
