Summary for Test 2022-06-07-16-2
Test performed: AASHTO T176-08Project Information
| Project Identifiers | Project ID: 214573 DEA: 073096U4 EFIS: 0719000091 |
|---|---|
| DIST-CO-RTE-PM | 07-LA-210-R0.0/R9.7 |
| Award Date | 04/03/2020 |
| Closeout Date | 06/06/2024 |
| Work Description | PLACE CONCRETE PAVEMENT, BARRIER, HMA, DRAINAGE, AND ELECTRICAL. |
| Location Description | LOS ANGELES COUNTY IN LOS ANGELES FROM INTERSTATE 5 TO WHEATLAND AVENUE UNDERCROSSING |
| QA Service Level | 1 (Verified on 06/05/2020) |
Sample Information
| Sample Taken Date | 06/07/2022 | Sample Unique Key | 16 |
|---|---|---|---|
| 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 | 06/08/2022 |
| Sample type | Department Acceptance | A brief description of the sample | 3/4" HMA-A-SP R15 0.5% LAS |
| The quantity of what the sample constitutes | 5 Bags of bin Agg, 1 Bag of RAP | From where was the sample collected | Source |
| First name of sampler or witnessed by | Avo | Last name of sampler or witnessed by | Karajian |
| Title of sampler | TET | Telephone number of sampler | |
| Laboratory sample identification | 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 | Bid Item | Not set |
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 | The fabricator/manufacturer designation for the sample | ||
| The plant number | 220831 SVA LTR | A detailed description of where the material sample was collected | Conveyor Belt |
| Where the material sample would have been placed if not sampled | 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: 2022-06-07-16
DIME Test ID: 2022-06-07-16-2
Testing Lab: CT D07 - Plant Services
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: 2022-06-10
Test Results
How many times will the test be run?: 3 Times
Input Type: Measured
Tester's full name: Avo Karajian
Date of test: 06/08/2022
Clay Level (Test 1): 5.5
Sand Level (Test 1): 3.8
Clay Level (Test 2): 5.8
Sand Level (Test 2): 3.9
Clay Level (Test 3): 5.7
Sand Level (Test 3): 3.8
Sand Equivalent (Test 1): 70
Sand Equivalent (Test 2): 68
Sand Equivalent (Test 3): 67
Sand Equivalent: 69
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 6/10/2022 ✔