Summary for Test 2026-05-01-30-2
Test performed: AASHTO T84-14Project Information
| Project Identifiers | Project ID: 1000665 DEA: 081K4004 EFIS: 0819000031 |
|---|---|
| DIST-CO-RTE-PM | 08-RIV-15-3.5/6.8 |
| Award Date | 01/29/2025 |
| Closeout Date | Not set |
| Work Description | HMA (TYPE A), RDWY EXC, STR CONC RET WALL, RUBBERIZED HMA (OGFC). |
| Location Description | TEMECULA FROM 0.1 MI NORTH OF TEMECULA PARKWAY TO 0.2 MI NORTH OF WINCHESTER ROAD |
| QA Service Level | 1 (Verified on 01/13/2025) |
Sample Information
| Sample Taken Date | 05/01/2026 | Sample Unique Key | 30 |
|---|---|---|---|
| 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 | 05/05/2026 |
| Sample type | Verification | A brief description of the sample | PSUE 1/2" HMA-A-SP R25 0.25% EVO |
| The quantity of what the sample constitutes | 4 bags comb agg, 1 bag coarse RAP, 1 bag fine RAP | From where was the sample collected | Manufacturer |
| First name of sampler or witnessed by | RJ Noble | Last name of sampler or witnessed by | QC |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | 0219A-26 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Ingevity, World Oil, Chandler Agg, Mayhew Agg, RJ Noble | 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) | 91-33-0039 |
|---|---|---|---|
| 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 | Belt Cut RJ Noble - Corona | |
| Where the material sample would have been placed if not sampled | asphalt paving | Primary Aggregate Nominal Size | 1/2 inch |
| The concrete mix design number | 40R2508SPWEC | 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: 2026-05-01-30
DIME Test ID: 2026-05-01-30-2
Testing Lab: CT D08 - Fontana Southern Regional Laboratory
Test Method: AASHTO T84-14: Standard Method of Test for Specific Gravity and Absorption of Fine Aggregate (Fine Specific Gravity)
Test Release Date: 2026-06-22
Test Results
Input Type: Measured
Tester's full name: Amir Sarder
Date of test: 05/08/2026
| 500.0 grams | ||||||
| 963.6 grams | ||||||
| 654.2 grams | ||||||
| 492.0 grams | ||||||
| 500.0 grams | ||||||
| 492.0 grams | ||||||
| 6% Moisture | ||||||
2.581 | ||||||
2.623 | ||||||
2.694 | ||||||
1.6 % | ||||||
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 6/22/2026 ✔