Summary for Test 2023-01-04-10-4
Test performed: AASHTO T176-08Project Information
| Project Identifiers | Project ID: 215349 DEA: 081C0824 EFIS: 0816000087 |
|---|---|
| DIST-CO-RTE-PM | 08-RIV-10-R104.9/R134.2 |
| Award Date | 03/24/2021 |
| Closeout Date | 01/06/2025 |
| Work Description | PLACE HMA (TYPE A), JPCP AND IMPORTED BORROW. |
| Location Description | RIVERSIDE COUNTY FROM ROUTE 10/177 SEPARATION TO 1.1 MILES WEST OF WILEY'S WELL RD OC |
| QA Service Level | 1 (Verified on 03/01/2021) |
Sample Information
| Sample Taken Date | 01/04/2023 | Sample Unique Key | 10 |
|---|---|---|---|
| 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 | 01/09/2023 |
| Sample type | Verification | A brief description of the sample | PSUE 3/4" HMA-A-SP R24 1.0% LSM |
| The quantity of what the sample constitutes | 2 Bags Lime, 2 Bags Virgin Agg., 1 Bag Course Rap, 1 Bag Fine Rap | From where was the sample collected | Manufacturer |
| First name of sampler or witnessed by | Ruben | Last name of sampler or witnessed by | Lopez |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | 0100A-23 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Fisher Sand and Gravel-Tempe | 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) | CM203 |
|---|---|---|---|
| The fabricator's/manufacturer's product name for the sample | The fabricator/manufacturer designation for the sample | ||
| The plant number | CA125MA | A detailed description of where the material sample was collected | Belt Cut at Fisher Sand and Gravel |
| 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 | Lot number | ||
| Sublot number | Aggregate Mix Number |
Test Details
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DIME Sample ID: 2023-01-04-10
DIME Test ID: 2023-01-04-10-4
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: 2023-03-28
Test Results
How many times will the test be run?: 3 Times
Input Type: Measured
Tester's full name: Zaid.A
Date of test: 01/10/2023
Clay Level (Test 1): 4.1
Sand Level (Test 1): 3.9
Clay Level (Test 2): 4.3
Sand Level (Test 2): 4.1
Clay Level (Test 3): 4.4
Sand Level (Test 3): 4.2
Sand Equivalent (Test 1): 96
Sand Equivalent (Test 2): 96
Sand Equivalent (Test 3): 96
Sand Equivalent: 96
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 3/28/2023 ✔