Summary for Test 2025-08-22-48-2
Test performed: CTM 205-December 2010Project Information
| Project Identifiers | Project ID: 1000279 DEA: 023H70U4 EFIS: 0223000161 |
|---|---|
| DIST-CO-RTE-PM | 02-TRI-299-15.0/25.7 |
| Award Date | 08/09/2024 |
| Closeout Date | Not set |
| Work Description | RHMA-G, HMA (TYPE A), COLD PLANE AC, & SOLDIER PILE RETAINING WALL. |
| Location Description | TRINITY COUNTY NEAR DEL LOMA FROM 1.0 MILE EAST OF TRINITY RIVER BRIDGE NO.05-0006 TO 0.1 MILE WEST OF PRAIRIE CREEK ROAD |
| QA Service Level | 1 (Verified on 04/30/2024) |
Sample Information
| Sample Taken Date | 08/22/2025 | Sample Unique Key | 48 |
|---|---|---|---|
| Will the laboratory/organization for which you are a member perform testing on this material sample? | Yes | Date that the sample was received by the laboratory/organization performing the testing | 08/26/2025 |
| Sample type | Acceptance | A brief description of the sample | Shoulder Backing |
| The quantity of what the sample constitutes | Not Provided | From where was the sample collected | Manufacturer |
| First name of sampler or witnessed by | Miguel | Last name of sampler or witnessed by | Not provided |
| Title of sampler | Inspector | Telephone number of sampler | |
| Laboratory sample identification | D80019 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Eagle Rock Inc, Junction City | Transportation Laboratory (TL) Number | 866073 |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
| Structure name | Bid Item | Not set |
Material Information
| Material Type | Aggregate | Source Identification (SMARA, name of Pit or Job Site) | 91-53-0007 |
|---|---|---|---|
| The fabricator's/manufacturer's product name for the sample | The fabricator/manufacturer designation for the sample | ||
| The plant number | A detailed description of where the material sample was collected | Stockpile | |
| Where the material sample would have been placed if not sampled | Primary Aggregate Nominal Size | 1 inch | |
| The concrete mix design number | Lot number | ||
| Sublot number | Aggregate Mix Number |
Test Details
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DIME Sample ID: 2025-08-22-48
DIME Test ID: 2025-08-22-48-2
Testing Lab: CT D02 - Redding Northern Regional Laboratory
Test Method: CTM 205-December 2010: Method of Test for Determining Percentage of Crushed Particles
Test Release Date: 2025-09-15
Test Results
Will you be using 1/4 in. x No. 4 sieve?: Yes
Input Type: Measured
Tester's full name: Dacota Mei
Date of test: 09/10/2025
Mass of Sample Tested 2 in. × 1 ½ in.: 0 grams
Mass of Crushed Particles Tested 2 in. x 1 ½ in.: 0 grams
Mass of Sample Tested 1 ½ in. x 1 in.: 0 grams
Mass of Crushed Particles Tested 1 ½ in. x 1 in.: 0 grams
Mass of Sample Tested 1 in. x ¾ in.: 1494.6 grams
Mass of Crushed Particles Tested 1 in. x ¾ in.: 1344.3 grams
Mass of Sample Tested 3/4 in. x 1/2 in.: 998.6 grams
Mass of Crushed Particles Tested 3/4 in. x 1/2 in.: 917.7 grams
Mass of Sample Tested 1/2 in. x 3/8 in.: 501.3 grams
Mass of Crushed Particles Tested 1/2 in. x 3/8 in.: 481.4 grams
Mass of Sample Tested 3/8 in. x 1/4 in.: 300.2 grams
Mass of Crushed Particles Tested 3/8 in. x 1/4 in.: 298.1 grams
Mass of Sample Tested 1/4 in. x No.4: 0 grams
Mass of Crushed Particles Tested 1/4 in. x No. 4: 0 grams
Mass of Sample Tested No. 4 x No. 8: 0 grams
Mass of Crushed Particles Tested No.4 x No. 8: 0 grams
Mass Retained on Sieve 2 in. x 1 1/2 in.: 0 grams
Mass Retained on Sieve 1 1/2 in. x 1 in.: 0 grams
Mass Retained on Sieve 1 in. x 3/4 in.: 635 grams
Mass Retained on Sieve 3/4 in. x 1/2 in.: 952 grams
Mass Retained on Sieve 1/2 in. x 3/8 in.: 597 grams
Mass Retained on Sieve 3/8 in. x 1/4 in.: 852 grams
Mass Retained on Sieve 1/4 in. x No.4: 0 grams
Mass Retained on Sieve No. 4 x No. 8: 0 grams
Total Mass of Aggregate Sieved: 3294.7 grams
Percent Retained 2 in. x 1 1/2 in.: 0 %
Percent Retained 1 1/2 in. x 1 in.: 0 %
Percent Retained 1 in. x 3/4 in.: 19 %
Percent Retained 3/4 in. x 1/2 in.: 29 %
Percent Retained 1/2 in. x 3/8 in.: 18 %
Percent Retained 3/8 in. x 1/4 in.: 26 %
Percent Retained 1/4 in. x No. 4: 0 %
Percent Retained No. 4 x No. 8: 0 %
Percent Crushed 2 in. x 1 1/2 in.: 0 %
Percent Crushed 1 1/2 in. x 1 in.: 0 %
Percent Crushed 1 in. x 3/4 in.: 89.94 %
Percent Crushed 3/4 in. x 1/2 in.: 91.9 %
Percent Crushed 1/2 in. x 3/8 in.: 96.03 %
Percent Crushed 3/8 in. x 1/4 in.: 99.3 %
Percent Crushed 1/4 in. x No. 4: 0 %
Percent Crushed No. 4 x No. 8: 0 %
Percent Coarse Crushed: 94 %
Percent Fine Crushed: 0 %
General comments (publicly viewable) (Max 1000 characters): 1F=94%
Test was verified on 9/15/2025 ✔