Summary for Test 2022-08-18-73-5
Test performed: AASHTO T176-08Project Information
| Project Identifiers | Project ID: 993387 DEA: 07323404 EFIS: 0716000064 |
|---|---|
| DIST-CO-RTE-PM | 07-LA-5-R59.5/R67.9 |
| Award Date | 02/25/2022 |
| Closeout Date | 06/30/2026 |
| Work Description | PLACE CULVERT, REPLACE DRAINAGE SYSTEM, RECONST ROADWAY & EMBANKMENT. |
| Location Description | LOS ANGELES COUNTY AT VARIOUS LOCATIONS FROM LAKE HUGHES ROAD UNDERCROSSING TO 1.9 MILES NORTH OF TEMPLIN HIGHWAY UNDERCROSSING |
| QA Service Level | 1 (Verified on 12/06/2021) |
Sample Information
| Sample Taken Date | 08/18/2022 | Sample Unique Key | 73 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 08/30/2022 | Sample type | Verification |
| A brief description of the sample | JMF 3/4" RWMA-G-SP 0.5% EVO | The quantity of what the sample constitutes | 8 Bags Agg., 1Qt Hi-Nat, 1 Qt CRM |
| From where was the sample collected | Manufacturer | First name of sampler or witnessed by | Vulcan |
| Last name of sampler or witnessed by | QC | Title of sampler | |
| Telephone number of sampler | Laboratory sample identification | 0599G-22 | |
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Vulcan Materials -Sun Valley #3 | |
| 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) | 91-19-0035 |
|---|---|---|---|
| The fabricator's/manufacturer's product name for the sample | The fabricator/manufacturer designation for the sample | ||
| The plant number | 226110 SVA3 SJR | A detailed description of where the material sample was collected | Belt Cut at Vulcan Materials-Sun Valley 3 |
| 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: 2022-08-18-73
DIME Test ID: 2022-08-18-73-5
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: 2022-10-06
Test Results
How many times will the test be run?: 3 Times
Input Type: Measured
Tester's full name: Zaid A.
Date of test: 09/02/2022
Clay Level (Test 1): 5.4
Sand Level (Test 1): 4.1
Clay Level (Test 2): 5.1
Sand Level (Test 2): 3.9
Clay Level (Test 3): 5.1
Sand Level (Test 3): 3.7
Sand Equivalent (Test 1): 76
Sand Equivalent (Test 2): 77
Sand Equivalent (Test 3): 73
Sand Equivalent: 76
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 10/6/2022 ✔