Combined Gradation Report
Report Name: HMA Aggregates (Size 3/4"): Type A HMA - Continuous Mixing Plant - Sieve Analysis With RAP
Report ID: Combined Gradation-2024-06-4
Specification: 2023 Caltrans Standard Specification - Type A HMA 3/4 inch
|
Subsample Material DIME Sample ID Test Method Percentage Other |
1 Aggregate 2024-05-20-126 AASHTO T27-14 Percentage 75 % Total WT 5602 g Fine Agg WT 492 g | 2 Hot Mix Asphalt 2024-05-20-125 AASHTO T30-19 Percentage 25 % Total WT 1986 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 | 100 | 25 | 100 | 100 | - |
|
1½" |
0.0 | 100 | 75 | 0.0 | 0 | 100 | 25 | 100 | 100 | - |
|
1" |
0.0 | 100 | 75 | 0.0 | 0 | 100 | 25 | 100 | 100 | 100 - 100 |
|
¾" |
651.9 | 88 | 66 | 22.2 | 0.2 | 99 | 25 | 91 | 91 | 86 - 96 |
|
½" |
1,715.5 | 69 | 52 | 143.3 | -5.1 | 88 | 22 | 74 | 77 | 71 - 83 |
|
⅜" |
2,331.2 | 58 | 44 | 304.6 | -5.1 | 80 | 20 | 64 | 70 | - |
|
No. 4 |
3,675.6 | 34 | 26 | 654.7 | -6.5 | 61 | 15 | 41 | 44 | 39 - 49 |
|
No. 8 |
203.5 | 20 | 15 | 884.5 | -3 | 52 | 13 | 28 | 29 | 24 - 34 |
|
No. 16 |
291.2 | 14 | 11 | 1,110.9 | -2.4 | 42 | 11 | 22 | 21 | - |
|
No. 30 |
348.7 | 10 | 8 | 1,307.1 | -2.4 | 32 | 8 | 16 | 15 | 11 - 19 |
|
No. 50 |
393.1 | 7 | 5 | 1,490.0 | -2.7 | 22 | 6 | 11 | 10 | - |
|
No. 100 |
424.6 | 5 | 4 | 1,650.2 | -2.5 | 14 | 4 | 8 | 6 | - |
|
No. 200 |
446.6 | 3.1 | 2.3 | 1,773.9 | -2.1 | 8.6 | 2.2 | 4.5 | 3.3 | 1.3 - 5.3 |
|
General comments |
CF-R83 Virgin Aggs |
CF-R82 RAP | ||||||||
Gradation By: Derek Carrington
Report Comment: Sample Tested at the Olancha Lab. Data entered at the Main Lab
Published By: Derek Carrington
Published Date: 2024-05-20
Published Comment: Sample entered into DIME at the Main Lab
Report Comment: Sample Tested at the Olancha Lab. Data entered at the Main Lab
Published By: Derek Carrington
Published Date: 2024-05-20
Published Comment: Sample entered into DIME at the Main Lab