Summary for Test 2025-12-03-31-3
Test performed: AASHTO T85-13Project Information
| Project Identifiers | Project ID: 994586 DEA: 081C08U4 EFIS: 0822000142 |
|---|---|
| DIST-CO-RTE-PM | 08-RIV-10-R134.0/R156.5 |
| Award Date | 06/22/2023 |
| Closeout Date | Not set |
| Work Description | PLACE HMA (TYPE A), JPCP, IMPORTED BORROW, ROADWAY EXCAVATION & CL2 AB |
| Location Description | RIVERSIDE COUNTY FROM 1.1 MILES WEST OF WILEY WELL ROAD OVERCROSSING TO CALIFORNIA/ARIZONA STATE LINE |
| QA Service Level | 1 (Verified on 08/02/2023) |
Sample Information
| Sample Taken Date | 12/03/2025 | Sample Unique Key | 31 |
|---|---|---|---|
| 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 | 12/08/2025 |
| Sample type | Verification | A brief description of the sample | Milestone 3/4" HAM-A-SP R24 1.0% LSM |
| The quantity of what the sample constitutes | 2 bags comb Lt Agg, 6 bags Virgin Agg, 2 bags RAP | From where was the sample collected | Manufacturer |
| First name of sampler or witnessed by | Eriberto | Last name of sampler or witnessed by | Aragon |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | 0684A-25 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Ehrenburg Pit/ Holly Frontier/ LHoist/ Project Roadway | Transportation Laboratory (TL) Number | |
| 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) | EHRENBERG PIT CM203 |
|---|---|---|---|
| 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 | Fisher and Sand Gravel Tempe AZ | |
| Where the material sample would have been placed if not sampled | Asphalt Paving | Primary Aggregate Nominal Size | 3/4 inch |
| The concrete mix design number | CA125MA | 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: 2025-12-03-31
DIME Test ID: 2025-12-03-31-3
Testing Lab: CT D08 - Fontana Southern Regional Laboratory
Test Method: AASHTO T85-13: Standard Method of Test for Specific Gravity and Absorption of Coarse Aggregate (Coarse Specific Gravity)
Test Release Date: 2026-03-10
Test Results
Basis for relative density testing: Bulk
Input Type: Measured
Tester's full name: R.G.
Date of test: 12/09/2025
Mass of sample saturated surface dry aggregate: 3112 grams
Mass of sample in water: 1937 grams
Mass of sample after oven drying: 3078 grams
Specific Gravity: 2.620
Absorption: 1.1 %
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 3/10/2026 ✔