Combined Gradation Report
Report Name: PCC Aggregates (Size 1"): Sieve Analysis
Report ID: Combined Gradation-2026-01-22
Specification: 2023 Caltrans Standard Specification - Combined Aggregate - 1
|
Subsample Material DIME Sample ID Test Method Percentage Other |
1 Aggregate 2026-01-15-4 CTM 202-November 2011 Percentage 47 % Total WT 10779 g Fine Agg WT 75 g | 2 Aggregate 2026-01-15-4 CTM 202-November 2011 Percentage 10 % Total WT 1198 g Fine Agg WT 203 g | 3 Aggregate 2026-01-15-4 CTM 202-November 2011 Percentage 43 % Total WT 425.8 g |
Combined Gradation 100 % |
Specification Limits | |||
|
Sieve Size |
% PASS | % USED | % PASS | % USED | % PASS | % USED |
% PASS
|
% PASS
|
|
2" |
100 | 47.0 | 100 | 10.0 | 100 | 43.0 | 100 | |
|
1½" |
100 | 47.0 | 100 | 10.0 | 100 | 43.0 | 100 | 100 |
|
1" |
97 | 45.5 | 100 | 10.0 | 100 | 43.0 | 99 | 90 - 100 |
|
¾" |
64 | 30.1 | 100 | 10.0 | 100 | 43.0 | 83 | 55 - 100 |
|
½" |
17 | 8.0 | 100 | 10.0 | 100 | 43.0 | 61 | - |
|
⅜" |
5 | 2.1 | 90 | 9.0 | 100 | 43.0 | 54 | 45 - 75 |
|
No. 4 |
1 | 0.4 | 17 | 1.7 | 100 | 43.0 | 45 | 35 - 60 |
|
No. 8 |
1 | 0.4 | 4 | 0.4 | 81 | 34.7 | 35 | 27 - 45 |
|
No. 16 |
1 | 0.3 | 2 | 0.2 | 60 | 25.8 | 26 | 20 - 35 |
|
No. 30 |
1 | 0.3 | 2 | 0.2 | 42 | 18.2 | 19 | 12 - 25 |
|
No. 50 |
1 | 0.3 | 2 | 0.2 | 24 | 10.4 | 11 | 5 - 15 |
|
No. 100 |
1 | 0.3 | 1 | 0.1 | 9 | 4.0 | 4 | 1 - 8 |
|
No. 200 |
0.5 | 0.2 | 0.8 | 0.1 | 4.1 | 1.7 | 2.0 | 0 - 4 |
|
General comments |
1" Complies |
3/8" Complies |
Sand Complies | |||||
Gradation By: Shawn Rivers
Report Comment:
Published By: Melchor Oronoz
Published Date: 2026-01-27
Published Comment: Complies
Report Comment:
Published By: Melchor Oronoz
Published Date: 2026-01-27
Published Comment: Complies