Summary for Test 2025-03-17-13-5
Test performed: AASHTO T176-08Project Information
| Project Identifiers | Project ID: 214698 DEA: 120N8904 EFIS: 1214000130 |
|---|---|
| DIST-CO-RTE-PM | 12-ORA-133-8.3/M9.3 |
| Award Date | 11/09/2023 |
| Closeout Date | Not set |
| Work Description | CONSTRUCT AUXILIARY LANE. |
| Location Description | ORANGE COUNTY IN IRVINE FROM ROUTE 133/405 SEPARATION TO IRVINE CENTER DRIVE OVERCROSSING |
| QA Service Level | 1 (Verified on 02/22/2021) |
Sample Information
| Sample Taken Date | 03/17/2025 | Sample Unique Key | 13 |
|---|---|---|---|
| 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 | 03/19/2025 |
| Sample type | Verification | A brief description of the sample | PSUE 3/4" WMA-A-R25 0.25 EVO PG64-10 |
| The quantity of what the sample constitutes | 2 bags comb. agg, 2 bags RAP | From where was the sample collected | Manufacturer |
| First name of sampler or witnessed by | Cuong | Last name of sampler or witnessed by | Pham |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | 0168A-25 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | VULCAN-CORONA/ FISH CANYON-IRW/ SJR/ INGEVITY | 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) | 91-33-0027, 91-19-0035 |
|---|---|---|---|
| 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 Vulcan-Corona Drum | |
| 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 | 220200W CORD SJR | Lot number | |
| Sublot number | Aggregate Mix Number |
Test Details
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DIME Sample ID: 2025-03-17-13
DIME Test ID: 2025-03-17-13-5
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: 2026-01-30
Test Results
How many times will the test be run?: 3 Times
Input Type: Measured
Tester's full name: RG
Date of test: 03/21/2025
Clay Level (Test 1): 5.6
Sand Level (Test 1): 3.8
Clay Level (Test 2): 5.3
Sand Level (Test 2): 3.7
Clay Level (Test 3): 5.8
Sand Level (Test 3): 4
Sand Equivalent (Test 1): 68
Sand Equivalent (Test 2): 70
Sand Equivalent (Test 3): 69
Sand Equivalent: 69
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 1/30/2026 ✔