Summary for Test 2025-08-04-93-2
Test performed: AASHTO T335-09r13Project 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 | 08/04/2025 | Sample Unique Key | 93 |
|---|---|---|---|
| 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 | 08/18/2025 |
| Sample type | Acceptance | A brief description of the sample | 1 Bag of 3/8" Screenings |
| The quantity of what the sample constitutes | 3/8" Screenings on project | From where was the sample collected | Manufacturer |
| First name of sampler or witnessed by | Cindy | Last name of sampler or witnessed by | Bryant |
| Title of sampler | TET | Telephone number of sampler | |
| Laboratory sample identification | D79999 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | JF Shea Construction, Aggregate Products | Transportation Laboratory (TL) Number | 854559 |
| 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) | 91-45-0019 |
|---|---|---|---|
| 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 | 3/8 inch | |
| The concrete mix design number | Lot number | ||
| Sublot number | Aggregate Mix Number |
Test Details
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DIME Sample ID: 2025-08-04-93
DIME Test ID: 2025-08-04-93-2
Testing Lab: CT D02 - Redding Northern Regional Laboratory
Test Method: AASHTO T335-09r13: Standard Method of Test for Determining the Percentage of Fracture in Coarse Aggregate (Percent of Crushed Particles)
Test Release Date: 2025-09-08
Test Results
Method: 2 - Individual Fracture Determination
Aggregate Size and Fracture Type: Coarse 1 and 2 Faced and Fine 1 Faced
Input Type: Measured
Tester's full name: Dacota Mei
Date of test: 09/04/2025
Percentage on the 1 ½ inch sieve: 0 %
Percentage on the 1 inch sieve: 0 %
Percentage on the ¾ inch sieve: 0 %
Percentage on the ½ inch sieve: 7.3 %
Percentage on the ⅜ inch sieve: 21.6 %
Percentage on the ¼ inch sieve: 38.2 %
Percentage on the No. 4 sieve: 23.1 %
Percentage on the No. 8 sieve: 8.9 %
Mass of fractured, 1 ½ inch, 2 faced particles tested: 0 g
Mass of questionable, 1 ½ inch, 2 faced particles tested: 0 g
Mass of unfractured, 1 ½ inch, 2 faced particles tested: 0 g
Mass of fractured, 1 ½ inch, 1 faced particles tested: 0 g
Mass of questionable, 1 ½ inch, 1 faced particles tested: 0 g
Mass of unfractured, 1 ½ inch, 1 faced particles tested: 0 g
Mass of fractured, 1 inch, 2 faced particles tested: 0 g
Mass of questionable, 1 inch, 2 faced particles tested: 0 g
Mass of unfractured, 1 inch, 2 faced particles tested: 0 g
Mass of fractured, 1 inch, 1 faced particles tested: 0 g
Mass of questionable, 1 inch, 1 faced particles tested: 0 g
Mass of unfractured, 1 inch, 1 faced particles tested: 0 g
Mass of fractured, ¾ inch, 2 faced particles tested: 0 g
Mass of questionable, ¾ inch, 2 faced particles tested: 0 g
Mass of unfractured, ¾ inch, 2 faced particles tested: 0 g
Mass of fractured, ¾ inch, 1 faced particles tested: 0 g
Mass of questionable, ¾ inch, 1 faced particles tested: 0 g
Mass of unfractured, ¾ inch, 1 faced particles tested: 0 g
Mass of fractured, ½ inch, 2 faced particles tested: 330.6 g
Mass of questionable, ½ inch, 2 faced particles tested: 0 g
Mass of unfractured, ½ inch, 2 faced particles tested: 0 g
Mass of fractured, ½ inch, 1 faced particles tested: 330.6 g
Mass of questionable, ½ inch, 1 faced particles tested: 0 g
Mass of unfractured, ½ inch, 1 faced particles tested: 0 g
Mass of fractured, ⅜ inch, 2 faced particles tested: 219.8 g
Mass of questionable, ⅜ inch, 2 faced particles tested: 0 g
Mass of unfractured, ⅜ inch, 2 faced particles tested: 3.2 g
Mass of fractured, ⅜ inch, 1 faced particles tested: 219.8 g
Mass of questionable, ⅜ inch, 1 faced particles tested: 0 g
Mass of unfractured, ⅜ inch, 1 faced particles tested: 3.2 g
Mass of fractured, ¼ inch, 2 faced particles tested: 109.8 g
Mass of questionable, ¼ inch, 2 faced particles tested: 0 g
Mass of unfractured, ¼ inch, 2 faced particles tested: 6.6 g
Mass of fractured, ¼ inch, 1 faced particles tested: 109.8 g
Mass of questionable, ¼ inch, 1 faced particles tested: 0 g
Mass of unfractured, ¼ inch, 1 faced particles tested: 3.6 g
Mass of fractured, No. 4, 2 faced particles tested: 109.9 g
Mass of questionable, No. 4, 2 faced particles tested: 0 g
Mass of unfractured, No. 4, 2 faced particles tested: 0 g
Mass of fractured, No. 4, 1 faced particles tested: 109.9 g
Mass of questionable, No. 4, 1 faced particles tested: 0 g
Mass of unfractured, No. 4, 1 faced particles tested: 0 g
Mass of fractured, No. 8, 1 faced particles tested: 16.7 g
Mass of questionable, No. 8, 1 faced particles tested: 0 g
Mass of unfractured, No. 8, 1 faced particles tested: 0 g
Percentage of questionable, 1 ½ inch, 2 faced particles tested: 0 %
Percentage of questionable, 1 ½ inch, 1 faced particles tested: 0 %
Percentage of questionable, 1 inch, 2 faced particles tested: 0 %
Percentage of questionable, 1 inch, 1 faced particles tested: 0 %
Percentage of questionable, ¾ inch, 2 faced particles tested: 0 %
Percentage of questionable, ¾ inch, 1 faced particles tested: 0 %
Percentage of questionable, ½ inch, 2 faced particles tested: 0 %
Percentage of questionable, ½ inch, 1 faced particles tested: 0 %
Percentage of questionable, ⅜ inch, 2 faced particles tested: 0 %
Percentage of questionable, ⅜ inch, 1 faced particles tested: 0 %
Percentage of questionable, ¼ inch, 2 faced particles tested: 0 %
Percentage of questionable, ¼ inch, 1 faced particles tested: 0 %
Percentage of questionable, No. 4, 2 faced particles tested: 0 %
Percentage of questionable, No. 4, 1 faced particles tested: 0 %
Percentage of questionable, No. 8, 1 faced particles tested: 0 %
Percentage of fractured, 1 ½ inch, 2 faced particles tested: 0 %
Percentage of fractured, 1 ½ inch, 1 faced particles tested: 0 %
Percentage of fractured, 1 inch, 2 faced particles tested: 0 %
Percentage of fractured, 1 inch, 1 faced particles tested: 0 %
Percentage of fractured, ¾ inch, 2 faced particles tested: 0 %
Percentage of fractured, ¾ inch, 1 faced particles tested: 0 %
Percentage of fractured, ½ inch, 2 faced particles tested: 100 %
Percentage of fractured, ½ inch, 1 faced particles tested: 100 %
Percentage of fractured, ⅜ inch, 2 faced particles tested: 99 %
Percentage of fractured, ⅜ inch, 1 faced particles tested: 99 %
Percentage of fractured, ¼ inch, 2 faced particles tested: 94 %
Percentage of fractured, ¼ inch, 1 faced particles tested: 97 %
Percentage of fractured, No. 4, 2 faced particles tested: 100 %
Percentage of fractured, No. 4, 1 faced particles tested: 100 %
Percentage of fractured, No. 8, 1 faced particles tested: 100 %
Weighted average percentage of fractured, coarse, 2 faced particles: 97 %
Weighted average percentage of fractured, coarse, 1 faced particles: 98 %
Percentage of fractured, fine, 1 faced particles tested: 100 %
General comments (publicly viewable) (Max 1000 characters): 1F=97, 2F=98
Test was verified on 9/8/2025 ✔