Summary for Test 2024-04-10-36-4
Test performed: AASHTO T176-08Project Information
Project Identifiers | Project ID: 994332 DEA: 11430444 EFIS: 1118000204 |
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DIST-CO-RTE-PM | 11-IMP-8,78-Var |
Award Date | 12/22/2022 |
Closeout Date | Not set |
Work Description | REHABILITATE BRIDGES, CONCRETE BARRIERS, TERMINAL SYSTEMS, ELECTRICAL. |
Location Description | IMPERIAL COUNTY AT VARIOUS LOCATIONS |
QA Service Level | 1 (Verified on 02/21/2023) |
Sample Information
Sample Taken Date | 04/10/2024 | Sample Unique Key | 36 |
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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 | 04/11/2024 |
Sample type | Quality Assurance | A brief description of the sample | 1/2" HMA JMFR |
The quantity of what the sample constitutes | 2 bags | From where was the sample collected | Source |
First name of sampler or witnessed by | Joe | Last name of sampler or witnessed by | Loper |
Title of sampler | Telephone number of sampler | ||
Laboratory sample identification | 8808-JMFR | Linked DIME Sample ID | |
The fabricator/manufacturer/facility name | API Gateway | 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) | N/A |
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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 | 1 | |
Sublot number | 1 | Aggregate Mix Number |
Test Details
DIME Sample ID: 2024-04-10-36
DIME Test ID: 2024-04-10-36-4
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: 2024-06-07
Test Results
How many times will the test be run?: 3 Times
Input Type: Measured
Tester's full name: Mohammad Abbassi
Date of test: 04/17/2024
Clay Level (Test 1): 5.6
Sand Level (Test 1): 4
Clay Level (Test 2): 6.2
Sand Level (Test 2): 4.2
Clay Level (Test 3): 5.8
Sand Level (Test 3): 3.8
Sand Equivalent (Test 1): 72
Sand Equivalent (Test 2): 68
Sand Equivalent (Test 3): 66
Sand Equivalent: 69
General comments (publicly viewable) (Max 1000 characters): Complies
Test was verified on 6/7/2024 ✔