Summary for Test 2019-06-27-5-6
Test performed: AASHTO T176-08Project Information
Project Identifiers | Project ID: 213976 DEA: 073W8804 EFIS: 0717000127 |
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DIST-CO-RTE-PM | 07-LA-1-56.9/62.9 |
Award Date | 04/22/2019 |
Closeout Date | 11/02/2020 |
Work Description | APPLY SLURRY SEAL AND REPLACE AC SURFACING. |
Location Description | LOS ANGELES COUNTY IN LOS ANGELES FROM TRANCAS CANYON ROAD/BROAD BEACH ROAD TO THE VENTURA COUNTY LINE |
QA Service Level | 1 (Verified on 11/02/2020) |
Sample Information
Sample Taken Date | 06/27/2019 | Sample Unique Key | 5 |
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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 | 07/01/2019 |
Sample type | Verification | A brief description of the sample | 3/4 WMA-A-SP R15 |
The quantity of what the sample constitutes | JMF 6 bags | From where was the sample collected | Manufacturer |
First name of sampler or witnessed by | Kevin | Last name of sampler or witnessed by | Hopkins |
Title of sampler | Granite QC Technician | Telephone number of sampler | |
Laboratory sample identification | 0398A-19 | Linked DIME Sample ID | |
The fabricator/manufacturer/facility name | Granite Littlerock | 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) | 91-19-0008::LITTLEROCK |
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The fabricator's/manufacturer's product name for the sample | 3/4 WMA-A-SP R15 | The fabricator/manufacturer designation for the sample | 3862 |
The plant number | Unknown | A detailed description of where the material sample was collected | Belt Cut at Plant |
Where the material sample would have been placed if not sampled | Unknown | Primary Aggregate Nominal Size | 3/4 inch |
The concrete mix design number | Unknown | Lot number | Unknown |
Sublot number | Unknown | Aggregate Mix Number | Not set |
Test Details
DIME Sample ID: 2019-06-27-5
DIME Test ID: 2019-06-27-5-6
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: 2019-08-22
Test Results
How many times will the test be run?: 3 Times
Input Type: Measured
Tester's full name: Larry Diaz
Date of test: 07/05/2019
Clay Level (Test 1): 4.9
Sand Level (Test 1): 4.3
Clay Level (Test 2): 4.9
Sand Level (Test 2): 4.2
Clay Level (Test 3): 4.7
Sand Level (Test 3): 4.2
Sand Equivalent (Test 1): 88
Sand Equivalent (Test 2): 86
Sand Equivalent (Test 3): 90
Sand Equivalent: 88
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 8/22/2019 ✔