Summary for Test 2026-01-12-20-7
Test performed: AASHTO T176-08Project 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 | 01/12/2026 | Sample Unique Key | 20 |
|---|---|---|---|
| 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 | 01/16/2026 |
| Sample type | Verification | A brief description of the sample | PSUE 3/4" HMA-A-SP R25 0.25% EVO |
| The quantity of what the sample constitutes | 4 bags coldfeed agg, 2 bags RAP | From where was the sample collected | Manufacturer |
| First name of sampler or witnessed by | Maryanna | Last name of sampler or witnessed by | Landaverde |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | 0101A-26 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | World Oil, Ingevity, Martin Marietta, Mayhew | 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 at RJ Noble Corona | |
| 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 | 36R2508SPWEC | Lot number | |
| Sublot number | Aggregate Mix Number |
Test Details
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DIME Sample ID: 2026-01-12-20
DIME Test ID: 2026-01-12-20-7
Testing Lab: CT D08 - Fontana Southern Regional Laboratory
Test Method: AASHTO T176-08: Standard Method of Test for Plastic Fines in Graded Aggregates and Soils by Use of the Sand Equivalent Test (Sand Equivalent)
Test Release Date: 2026-04-03
Test Results
How many times will the test be run?: 3 Times
Input Type: Measured
Tester's full name: E.J.
Date of test: 02/02/2026
Clay Level (Test 1): 6.6
Sand Level (Test 1): 3.5
Clay Level (Test 2): 7
Sand Level (Test 2): 3.5
Clay Level (Test 3): 7.4
Sand Level (Test 3): 3.8
Sand Equivalent (Test 1): 53
Sand Equivalent (Test 2): 50
Sand Equivalent (Test 3): 52
Sand Equivalent: 52
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 4/3/2026 ✔