Summary for Test 2021-08-14-1-5
Test performed: AASHTO T176-08Project Information
Project Identifiers | Project ID: 215109 DEA: 081C8504 EFIS: 0813000047 |
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DIST-CO-RTE-PM | 08-RIV-74-0.0/5.8 |
Award Date | Not set |
Closeout Date | Not set |
Work Description | ROADWAY EXCAVATION, HOT MIX ASPHALT, AND STRUCTURAL SHOTCRETE WALLS. |
Location Description | RIVERSIDE COUNTY NEAR LAKE ELSINORE FROM ORANGE COUNTY LINE TO MONTE VISTA STREET |
QA Service Level | 1 (Verified on 02/24/2021) |
Sample Information
Sample Taken Date | 08/14/2021 | Sample Unique Key | 1 |
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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 | 08/17/2021 |
Sample type | Verification | A brief description of the sample | PSUE 3/4" HMA-A-SP R24 |
The quantity of what the sample constitutes | 6 Bags of Aggregate, 2 Bags of RAP | From where was the sample collected | Manufacturer |
First name of sampler or witnessed by | California Commercial Asphalt Lake Elsinore | Last name of sampler or witnessed by | QC |
Title of sampler | Telephone number of sampler | ||
Laboratory sample identification | 0476A-21 | Linked DIME Sample ID | |
The fabricator/manufacturer/facility name | California Commercial Asphalt - Lake Elsinore | 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) | 91-33-0098, 91-33-0011 |
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The fabricator's/manufacturer's product name for the sample | 3/4 HMA-A-SP R24 | The fabricator/manufacturer designation for the sample | |
The plant number | 53417615 | A detailed description of where the material sample was collected | Belt Cut at California Commercial Asphalt Lake Elsinore 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 | 1 | |
Sublot number | 1 | Aggregate Mix Number | Not set |
Test Details
DIME Sample ID: 2021-08-14-1
DIME Test ID: 2021-08-14-1-5
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: 2021-08-31
Test Results
How many times will the test be run?: 3 Times
Input Type: Measured
Tester's full name: Satish Jain
Date of test: 08/20/2021
Clay Level (Test 1): 5.6
Sand Level (Test 1): 3.5
Clay Level (Test 2): 6
Sand Level (Test 2): 3.8
Clay Level (Test 3): 5.9
Sand Level (Test 3): 3.5
Sand Equivalent (Test 1): 63
Sand Equivalent (Test 2): 64
Sand Equivalent (Test 3): 60
Sand Equivalent: 63
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 8/31/2021 ✔