Summary for Test 2023-04-06-25-2
Test performed: AASHTO T176-08Project Information
Project Identifiers | Project ID: 212737 DEA: 060S8304 EFIS: 0615000046 |
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DIST-CO-RTE-PM | 06-FRE-5-44.4-45.4 |
Award Date | 05/26/2022 |
Closeout Date | Not set |
Work Description | TUMEY GULCH ABUTMENT REHAB BR# 42-0246L/R. |
Location Description | IN FRESNO COUNTY AT TUMEY GULCH. |
QA Service Level | 1 (Verified on 09/25/2018) |
Sample Information
Sample Taken Date | 04/06/2023 | Sample Unique Key | 25 |
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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 | 04/07/2023 |
Sample type | Quality Assurance | A brief description of the sample | 3/4 HMA-A R25 |
The quantity of what the sample constitutes | 750 Tons | From where was the sample collected | Manufacturer |
First name of sampler or witnessed by | Tomas | Last name of sampler or witnessed by | Silva |
Title of sampler | Telephone number of sampler | ||
Laboratory sample identification | Linked DIME Sample ID | ||
The fabricator/manufacturer/facility name | Granite Coalinga HMA Plant | 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) | 91-10-0005 |
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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 | 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 | 3 | |
Sublot number | 6 | Aggregate Mix Number |
Test Details
DIME Sample ID: 2023-04-06-25
DIME Test ID: 2023-04-06-25-2
Testing Lab: CT D06 - Millbrook Field 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: 2023-04-12
Test Results
How many times will the test be run?: Once
Input Type: Measured
Tester's full name: Allen Oliver
Date of test: 04/10/2023
Clay reading: 5.8
Sand reading: 4.2
Sand Equivalent: 73
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 4/12/2023 ✔