Summary for Test 2021-03-18-3-6
Test performed: AASHTO T176-08Project Information
| Project Identifiers | Project ID: 214339 DEA: 081G0004 EFIS: 0815000107 |
|---|---|
| DIST-CO-RTE-PM | 08-RIV-95-14.5/35.6 |
| Award Date | 11/04/2020 |
| Closeout Date | 03/01/2022 |
| Work Description | CONSTRUCT CONCRETE/RSP APRONS |
| Location Description | RIVERSIDE COUNTY AT VARIOUS LOCATIONS FROM 4 MILES NORTH OF PALO VERDE DAM ROAD TO 0.6 MILE SOUTH OF SAN BERNARDINO COUNTY LINE |
| QA Service Level | 1 (Verified on 12/02/2020) |
Sample Information
| Sample Taken Date | 03/18/2021 | Sample Unique Key | 3 |
|---|---|---|---|
| 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 | 03/19/2021 |
| Sample type | Verification | A brief description of the sample | PSUE 3/4" HMA-A-SP R25 0.5% LAS |
| The quantity of what the sample constitutes | 12 Bags of Aggregate, 2 Bags of RAP | From where was the sample collected | Manufacturer |
| First name of sampler or witnessed by | Luke | Last name of sampler or witnessed by | Hall |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | 0162A-21 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Granite - Indio | Transportation Laboratory (TL) Number | |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
| Structure name |
Material Information
| Material Type | Aggregate | Source Identification (SMARA, name of Pit or Job Site) | 91-33-0072 |
|---|---|---|---|
| The fabricator's/manufacturer's product name for the sample | 3/4 HMA-A-SP R25 | The fabricator/manufacturer designation for the sample | |
| The plant number | 1535 | A detailed description of where the material sample was collected | Belt Cut at Granite Indio 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 | Lot number | ||
| Sublot number | Aggregate Mix Number | Not set |
Test Details
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DIME Sample ID: 2021-03-18-3
DIME Test ID: 2021-03-18-3-6
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: 2021-03-29
Test Results
How many times will the test be run?: 3 Times
Input Type: Measured
Tester's full name: Larry Diaz
Date of test: 03/24/2021
Clay Level (Test 1): 4.4
Sand Level (Test 1): 3.8
Clay Level (Test 2): 4.6
Sand Level (Test 2): 4
Clay Level (Test 3): 4.5
Sand Level (Test 3): 3.9
Sand Equivalent (Test 1): 87
Sand Equivalent (Test 2): 87
Sand Equivalent (Test 3): 87
Sand Equivalent: 87
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 3/29/2021 ✔