Summary for Test 2025-08-04-83-1
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 | 83 |
|---|---|---|---|
| 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 | 08/04/2025 |
| Sample type | Acceptance | A brief description of the sample | 1 bag of Uncoated 3/8" Asphalt Rubber Chip Seal AggregateScreenings |
| The quantity of what the sample constitutes | 3/8" Asphalt-Rubber Chip Seal Aggregate | From where was the sample collected | Manufacturer |
| First name of sampler or witnessed by | Jonah | Last name of sampler or witnessed by | Harper |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | D79985 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | J.F. Shea Construction — Aggregate Products (Redding, CA) | Transportation Laboratory (TL) Number | 036704 |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
| Structure name | Bid Item | 3908121 |
Material Information
| Material Type | Aggregate | Source Identification (SMARA, name of Pit or Job Site) | 91-45-0019::Aggregate Products (Redding, CA) |
|---|---|---|---|
| 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 | 1/2 inch | |
| The concrete mix design number | Lot number | ||
| Sublot number | Aggregate Mix Number |
Test Details
Test Details QR Code
Scan this code to open this Test Details view on another device.
Sample Details QR Code
Scan this code to open this Sample Details view on another device.
DIME Sample ID: 2025-08-04-83
DIME Test ID: 2025-08-04-83-1
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: 2025-08-27
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: 08/20/2025
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: 4 %
Percentage on the ⅜ inch sieve: 17.6 %
Percentage on the ¼ inch sieve: 40.1 %
Percentage on the No. 4 sieve: 23.3 %
Percentage on the No. 8 sieve: 13.8 %
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: 280 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: 280 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: 280 g
Mass of questionable, ⅜ inch, 2 faced particles tested: 0 g
Mass of unfractured, ⅜ inch, 2 faced particles tested: 0 g
Mass of fractured, ⅜ inch, 1 faced particles tested: 280 g
Mass of questionable, ⅜ inch, 1 faced particles tested: 0 g
Mass of unfractured, ⅜ inch, 1 faced particles tested: 0 g
Mass of fractured, ¼ inch, 2 faced particles tested: 110.6 g
Mass of questionable, ¼ inch, 2 faced particles tested: 0 g
Mass of unfractured, ¼ inch, 2 faced particles tested: 0 g
Mass of fractured, ¼ inch, 1 faced particles tested: 110.6 g
Mass of questionable, ¼ inch, 1 faced particles tested: 0 g
Mass of unfractured, ¼ inch, 1 faced particles tested: 0 g
Mass of fractured, No. 4, 2 faced particles tested: 112 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: 112 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: 28.6 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: 100 %
Percentage of fractured, ⅜ inch, 1 faced particles tested: 100 %
Percentage of fractured, ¼ inch, 2 faced particles tested: 100 %
Percentage of fractured, ¼ inch, 1 faced particles tested: 100 %
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: 100 %
Weighted average percentage of fractured, coarse, 1 faced particles: 100 %
Percentage of fractured, fine, 1 faced particles tested: 100 %
General comments (publicly viewable) (Max 1000 characters): F2=100%, F1=100%
Test was verified on 8/27/2025 ✔