Summary for Test 2022-04-14-32-4
Test performed: AASHTO T176-08Project Information
Project Identifiers | Project ID: 213856 DEA: 112888U4 EFIS: 1118000199 |
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DIST-CO-RTE-PM | 11-SD-11,125,905-Various |
Award Date | 05/09/2019 |
Closeout Date | 09/14/2023 |
Work Description | CONSTRUCT FREEWAY TO FREEWAY CONNECTORS AND 4-LANE HIGHWAY FACILITY |
Location Description | SAN DIEGO COUNTY AT VARIOUS LOCATIONS |
QA Service Level | 1 (Verified on 07/19/2019) |
Sample Information
Sample Taken Date | 04/14/2022 | Sample Unique Key | 32 |
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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 | 04/15/2022 |
Sample type | Quality Assurance | A brief description of the sample | 1/2" RWMA-G |
The quantity of what the sample constitutes | 12 boxes, 2 bags, 4 cans | From where was the sample collected | Source |
First name of sampler or witnessed by | MARCO | Last name of sampler or witnessed by | ESTUDILLO |
Title of sampler | Telephone number of sampler | ||
Laboratory sample identification | Linked DIME Sample ID | ||
The fabricator/manufacturer/facility name | Vulcan Otay | 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) | 91-37035 |
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The fabricator's/manufacturer's product name for the sample | The fabricator/manufacturer designation for the sample | ||
The plant number | A detailed description of where the material sample was collected | Plant | |
Where the material sample would have been placed if not sampled | Primary Aggregate Nominal Size | 1/2 inch | |
The concrete mix design number | Lot number | ||
Sublot number | Aggregate Mix Number | Not set |
Test Details
DIME Sample ID: 2022-04-14-32
DIME Test ID: 2022-04-14-32-4
Testing Lab: CT D11 - District 11 Materials 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: 2024-08-29
Test Results
How many times will the test be run?: 3 Times
Input Type: Measured
Tester's full name: Mohammad Abbassi
Date of test: 04/21/2022
Clay Level (Test 1): 6.2
Sand Level (Test 1): 3.7
Clay Level (Test 2): 6.6
Sand Level (Test 2): 3.7
Clay Level (Test 3): 6.6
Sand Level (Test 3): 3.6
Sand Equivalent (Test 1): 60
Sand Equivalent (Test 2): 57
Sand Equivalent (Test 3): 55
Sand Equivalent: 58
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 8/29/2024 ✔