Combined Gradation Report
Report Name: PCC Aggregates (Size 1"): Miscellaneous Concrete - Sieve Analysis
Report ID: Combined Gradation-2025-02-3
Specification: 2023 Caltrans Standard Specification - Combined Aggregate - 1"
|
Subsample Material DIME Sample ID Test Method Percentage Other |
1 Aggregate 2025-02-05-6 CTM 202-November 2011 Percentage 47 % Total WT 11123 g Fine Agg WT 134.2 g | 2 Aggregate 2025-02-05-6 CTM 202-November 2011 Percentage 10 % Total WT 1943 g Fine Agg WT 220.3 g | 3 Aggregate 2025-02-05-6 CTM 202-November 2011 Percentage 43 % Total WT 542.1 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" |
89 | 41.7 | 100 | 10.0 | 100 | 43.0 | 95 | 90 - 100 |
|
¾" |
40 | 18.8 | 100 | 10.0 | 100 | 43.0 | 72 | 55 - 100 |
|
½" |
8 | 3.9 | 100 | 10.0 | 100 | 43.0 | 57 | - |
|
⅜" |
3 | 1.3 | 91 | 9.1 | 100 | 43.0 | 53 | 45 - 75 |
|
No. 4 |
1 | 0.7 | 12 | 1.2 | 100 | 43.0 | 45 | 35 - 60 |
|
No. 8 |
1 | 0.7 | 4 | 0.4 | 85 | 36.7 | 38 | 27 - 45 |
|
No. 16 |
1 | 0.6 | 3 | 0.3 | 62 | 26.5 | 27 | 20 - 35 |
|
No. 30 |
1 | 0.6 | 3 | 0.3 | 38 | 16.4 | 17 | 12 - 25 |
|
No. 50 |
1 | 0.5 | 2 | 0.2 | 18 | 7.9 | 9 | 5 - 15 |
|
No. 100 |
1 | 0.4 | 2 | 0.2 | 7 | 3.2 | 4 | 1 - 8 |
|
No. 200 |
0.8 | 0.4 | 1.4 | 0.1 | 3.8 | 1.6 | 2.1 | 0 - 4 |
|
General comments |
1" Gradation |
3/8" Gradation |
Sand Gradation | |||||
Gradation By: Daniel Smith
Report Comment:
Published By: Daniel Smith
Published Date: 2025-02-14
Published Comment: PCC Agg
Report Comment:
Published By: Daniel Smith
Published Date: 2025-02-14
Published Comment: PCC Agg