Summary for Test 2022-08-16-12-2
Test performed: AASHTO T176-08Project Information
Project Identifiers | Project ID: 214573 DEA: 073096U4 EFIS: 0719000091 |
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DIST-CO-RTE-PM | 07-LA-210-R0.0/R9.7 |
Award Date | Not set |
Closeout Date | Not set |
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 | 08/16/2022 | Sample Unique Key | 12 |
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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 | 08/16/2022 |
Sample type | Acceptance | A brief description of the sample | 3/8" AC Dike |
The quantity of what the sample constitutes | 3 Bags of Aggs | 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 | 12137986076 |
Laboratory sample identification | Linked DIME Sample ID | ||
The fabricator/manufacturer/facility name | Vulcan Sun Valley | 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) | 91-19-0019 |
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The fabricator's/manufacturer's product name for the sample | Vulcan-SV | The fabricator/manufacturer designation for the sample | |
The plant number | A detailed description of where the material sample was collected | Batch Plant Hot Bins | |
Where the material sample would have been placed if not sampled | Primary Aggregate Nominal Size | fine | |
The concrete mix design number | 63763-2 | Lot number | |
Sublot number | Aggregate Mix Number | Not set |
Test Details
DIME Sample ID: 2022-08-16-12
DIME Test ID: 2022-08-16-12-2
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: 2022-08-19
Test Results
How many times will the test be run?: 3 Times
Input Type: Measured
Tester's full name: Avo Karajian
Date of test: 08/16/2022
Clay Level (Test 1): 5.3
Sand Level (Test 1): 3.7
Clay Level (Test 2): 5.3
Sand Level (Test 2): 3.6
Clay Level (Test 3): 5.2
Sand Level (Test 3): 3.6
Sand Equivalent (Test 1): 70
Sand Equivalent (Test 2): 68
Sand Equivalent (Test 3): 70
Sand Equivalent: 70
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 8/19/2022 ✔