Summary for Test 2024-04-12-30-5
Test performed: AASHTO T176-08Project Information
| Project Identifiers | Project ID: 995233 DEA: 120U1804 EFIS: 1223000052 |
|---|---|
| DIST-CO-RTE-PM | 12-ORA-22,55-R3.3/R13.2,12.7/13.0 |
| Award Date | 12/22/2023 |
| Closeout Date | 04/17/2025 |
| Work Description | COLD PLANE AND REPLACE EXISTING PAVEMENT WITH RHMA AND HMA. |
| Location Description | ORANGE COUNTY AT VARIOUS LOCATIONS |
| QA Service Level | 1 (Verified on 10/16/2023) |
Sample Information
| Sample Taken Date | 04/12/2024 | 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 | 04/15/2024 |
| Sample type | Verification | A brief description of the sample | JMF Verification 3/4" WMA-A-SP R25 0.25% EVO |
| The quantity of what the sample constitutes | 4 Bags of Agg., 2 Bags Each of Coarse and Fine Agg | From where was the sample collected | Manufacturer |
| First name of sampler or witnessed by | Drake | Last name of sampler or witnessed by | G. |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | 0174A-24 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Vulcan Aggregate/ Eagle Valley Quarry/ World Oil/ 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, 91-33-0014 |
|---|---|---|---|
| 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 Orange Plant | |
| 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 | 36R2508SPWEO | Lot number | |
| Sublot number | Aggregate Mix Number |
Test Details
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DIME Sample ID: 2024-04-12-30
DIME Test ID: 2024-04-12-30-5
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: 2024-05-14
Test Results
How many times will the test be run?: 3 Times
Input Type: Measured
Tester's full name: Larry Diaz
Date of test: 04/25/2024
Clay Level (Test 1): 5.3
Sand Level (Test 1): 3.8
Clay Level (Test 2): 5.4
Sand Level (Test 2): 3.7
Clay Level (Test 3): 5.5
Sand Level (Test 3): 3.7
Sand Equivalent (Test 1): 72
Sand Equivalent (Test 2): 69
Sand Equivalent (Test 3): 68
Sand Equivalent: 70
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 5/14/2024 ✔