Summary for Test 2025-08-04-83-7
Test performed: CTM 229-June 2011Project 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
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DIME Sample ID: 2025-08-04-83
DIME Test ID: 2025-08-04-83-7
Testing Lab: CT D02 - Redding Northern Regional Laboratory
Test Method: CTM 229-June 2011: Method of Test for Durability Index
Test Release Date: 2025-08-27
Test Results
What test(s) are being run?: Coarse durability and fine durability
Input Type: Measured
Tester's full name: Josh Murphy
Date of test: 08/21/2025
Sediment reading for coarse durability index: 6.0
Clay reading: 4.4
Sand reading: 4.4
Coarse durability index: 82
Fine durability index: 100
General comments (publicly viewable) (Max 1000 characters): Dc=82
Test was verified on 8/27/2025 ✔