Summary for Test 2019-05-15-9-6
Test performed: AASHTO T176-08Project Information
| Project Identifiers | Project ID: 213740 DEA: 07312604 |
|---|---|
| DIST-CO-RTE-PM | 07-LA-5-R77.5/R81.8 |
| Award Date | 01/04/2019 |
| Closeout Date | 06/04/2020 |
| Work Description | EXCAVATE DITCHES, PLACE PERM MTL, AND CONSTRUCT RET WALLS. |
| Location Description | LOS ANGELES COUNTY AT VARIOUS LOCATIONS FROM 0.4 MILE SOUTH OF SMOKEY BEAR ROAD UNDERCROSSING TO 0.3 MILE SOUTH OF ROUTE 5/138 SEPARATION |
| QA Service Level | 1 (Verified on 06/04/2020) |
Sample Information
| Sample Taken Date | 05/15/2019 | Sample Unique Key | 9 |
|---|---|---|---|
| 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 | 05/17/2019 |
| Sample type | Verification | A brief description of the sample | 3/4 WMA-A-SP R15 |
| The quantity of what the sample constitutes | JMF 18 Bags | From where was the sample collected | Manufacturer |
| First name of sampler or witnessed by | Vulcan Sun Valley | Last name of sampler or witnessed by | QC |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | 0283A-19 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Sheldon, Boulevard, Big Rock Creek | 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) | 91-19-0017, 91-19-0019, 91-19-0021 |
|---|---|---|---|
| The fabricator's/manufacturer's product name for the sample | 3/4 WMA A SP R15 | The fabricator/manufacturer designation for the sample | 220826 SVA SJR |
| The plant number | Unknown | A detailed description of where the material sample was collected | Manufacturer |
| 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
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DIME Sample ID: 2019-05-15-9
DIME Test ID: 2019-05-15-9-6
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: 2019-06-06
Test Results
How many times will the test be run?: 3 Times
Input Type: Measured
Tester's full name: Kiet Phan
Date of test: 05/24/2019
Clay Level (Test 1): 4.8
Sand Level (Test 1): 4
Clay Level (Test 2): 4.8
Sand Level (Test 2): 3.9
Clay Level (Test 3): 4.9
Sand Level (Test 3): 4
Sand Equivalent (Test 1): 84
Sand Equivalent (Test 2): 82
Sand Equivalent (Test 3): 82
Sand Equivalent: 83
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 5/30/2019 ✔