Combined Gradation Report
Report Name: HMA Aggregates (Size 3/4"): Type A HMA - Continuous Mixing Plant - Sieve Analysis With RAP
Report ID: Combined Gradation-2024-06-2
Specification: 2023 Caltrans Standard Specification - Type A HMA 3/4 inch
|
Subsample Material DIME Sample ID Test Method Percentage Other |
1 Hot Mix Asphalt 2024-05-20-125 AASHTO T30-19 Percentage 25 % Total WT 1986 g Correction Factor: Yes | 2 Aggregate 2024-05-20-124 AASHTO T27-14 Percentage 75 % Total WT 4476 g Fine Agg WT 387 g |
Combined Gradation 100 % |
Target Value |
Specification Limits (Target Value ± Tolerance) | |||||
|
Sieve Size |
WT RET | CF | % PASS | % USED | WT RET | % PASS | % USED |
% PASS
|
% PASS |
% PASS |
|
2" |
0.0 | 0 | 100 | 25.0 | 0.0 | 100 | 75.0 | 100 | 100 | - |
|
1½" |
0.0 | 0 | 100 | 25.0 | 0.0 | 100 | 75.0 | 100 | 100 | - |
|
1" |
0.0 | 0 | 100 | 25.0 | 0.0 | 100 | 75.0 | 100 | 100 | 100 - 100 |
|
¾" |
22.2 | 0.2 | 99 | 24.8 | 424.2 | 91 | 67.9 | 93 | 91 | 86 - 96 |
|
½" |
143.3 | -5.1 | 88 | 21.9 | 1,407.6 | 69 | 51.4 | 73 | 77 | 71 - 83 |
|
⅜" |
304.6 | -5.1 | 80 | 19.9 | 1,803.7 | 60 | 44.8 | 65 | 70 | - |
|
No. 4 |
654.7 | -6.5 | 61 | 15.1 | 2,960.5 | 34 | 25.4 | 41 | 44 | 39 - 49 |
|
No. 8 |
884.5 | -3 | 52 | 13.1 | 156.6 | 20 | 15.1 | 28 | 29 | 24 - 34 |
|
No. 16 |
1,110.9 | -2.4 | 42 | 10.4 | 224.4 | 14 | 10.7 | 21 | 21 | - |
|
No. 30 |
1,307.1 | -2.4 | 32 | 7.9 | 268.3 | 10 | 7.8 | 16 | 15 | 11 - 19 |
|
No. 50 |
1,490.0 | -2.7 | 22 | 5.6 | 303.5 | 7 | 5.5 | 11 | 10 | - |
|
No. 100 |
1,650.2 | -2.5 | 14 | 3.6 | 331.4 | 5 | 3.6 | 7 | 6 | - |
|
No. 200 |
1,773.9 | -2.1 | 8.6 | 2.1 | 349.4 | 3.3 | 2.5 | 4.6 | 3.3 | 1.3 - 5.3 |
|
General comments |
CF-R82 RAP |
CF-R82 Aggregate | ||||||||
Gradation By: Derek Carrington
Report Comment: CF-R82 CF & RAP
Published By: Derek Carrington
Published Date: 2024-05-20
Published Comment: Entered into DIME at Main Lab
Report Comment: CF-R82 CF & RAP
Published By: Derek Carrington
Published Date: 2024-05-20
Published Comment: Entered into DIME at Main Lab