Summary for Test 2020-09-15-3-6
Test performed: AASHTO T176-08Project Information
| Project Identifiers | Project ID: 214774 DEA: 081F1324 EFIS: 0815000212 |
|---|---|
| DIST-CO-RTE-PM | 08-SBD-95-64.5/80.5 |
| Award Date | 05/04/2020 |
| Closeout Date | 01/18/2022 |
| Work Description | PLACE RHMA-G, COLD PLANE AC AND REPLACE AC SURFACING. |
| Location Description | SAN BERNARDINO COUNTY ON ROUTE 95 FROM 0.5 MILE NORTH OF GOFFS ROAD TO NEVADA STATE LINE. |
| QA Service Level | 1 (Verified on 08/25/2020) |
Sample Information
| Sample Taken Date | 09/15/2020 | 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 | 09/17/2020 |
| Sample type | Verification | A brief description of the sample | PSUE 3/4" WMA-A-SP 0.25% Evo |
| The quantity of what the sample constitutes | 2 Bags Of Coldfeed Aggregate | From where was the sample collected | Manufacturer |
| First name of sampler or witnessed by | Ramy | Last name of sampler or witnessed by | Mekail |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | 0531-20 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Vulcan- Bullhead City Arizona | 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) | CM2056 |
|---|---|---|---|
| The fabricator's/manufacturer's product name for the sample | 3/4 WMA-A-SP | The fabricator/manufacturer designation for the sample | |
| The plant number | 238111B | A detailed description of where the material sample was collected | Belt Cut at Vulcan-Bullhead City AZ |
| 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: 2020-09-15-3
DIME Test ID: 2020-09-15-3-6
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: 2020-09-23
Test Results
How many times will the test be run?: 3 Times
Input Type: Measured
Tester's full name: Satish Jain
Date of test: 09/20/2020
Clay Level (Test 1): 6.9
Sand Level (Test 1): 3.5
Clay Level (Test 2): 7
Sand Level (Test 2): 3.6
Clay Level (Test 3): 6.8
Sand Level (Test 3): 3.5
Sand Equivalent (Test 1): 51
Sand Equivalent (Test 2): 52
Sand Equivalent (Test 3): 52
Sand Equivalent: 52
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 9/23/2020 ✔