Summary for Test 2019-07-20-2-6
Test performed: AASHTO T176-08Project Information
| Project Identifiers | Project ID: 209141 DEA: 07215954 EFIS: 0700001835 |
|---|---|
| DIST-CO-RTE-PM | 07-LA-5-0.0/7.6 |
| Award Date | 04/24/2014 |
| Closeout Date | 07/14/2022 |
| Work Description | WIDENING FREEWAY AND RECONSTRUCT OVERHEAD AND OVERCROSSING STRUCTURES |
| Location Description | LOS ANGELES COUNTY IN LA MIRADA, SANTA FE SPRINGS, NORWALK AND DOWNEY FROM ORANGE COUNTY/LOS ANGELES COUNTY LIMIT LINES TO 0.7 MILE NORTH OF ROUTE 605 |
| QA Service Level | 1 (Verified on 06/02/2014) |
Sample Information
| Sample Taken Date | 07/20/2019 | Sample Unique Key | 2 |
|---|---|---|---|
| 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 | 07/23/2019 |
| Sample type | Verification | A brief description of the sample | 1/2 RHMA-G-SP |
| The quantity of what the sample constitutes | JMF 4 bags | From where was the sample collected | Manufacturer |
| First name of sampler or witnessed by | Vulcan Irwindale | Last name of sampler or witnessed by | QC |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | 0434G-19 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Fish Canyon - Irwindale | 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) | 91-19-0035::FISH CANYON QUARRY |
|---|---|---|---|
| The fabricator's/manufacturer's product name for the sample | 1/2 RHMA-G-SP | The fabricator/manufacturer designation for the sample | 326120A IRW VAL |
| The plant number | Unknown | A detailed description of where the material sample was collected | Belt Cut at Vulcan Irwindale Plant |
| Where the material sample would have been placed if not sampled | Unknown | Primary Aggregate Nominal Size | 1/2 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: 2019-07-20-2
DIME Test ID: 2019-07-20-2-6
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: 2019-08-07
Test Results
How many times will the test be run?: 3 Times
Input Type: Measured
Tester's full name: Larry Diaz
Date of test: 07/29/2019
Clay Level (Test 1): 6.6
Sand Level (Test 1): 3.7
Clay Level (Test 2): 6.9
Sand Level (Test 2): 3.7
Clay Level (Test 3): 6.8
Sand Level (Test 3): 3.6
Sand Equivalent (Test 1): 57
Sand Equivalent (Test 2): 54
Sand Equivalent (Test 3): 53
Sand Equivalent: 55
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 8/7/2019 ✔