Summary for Test 2023-08-16-23-2
Test performed: AASHTO T176-08Project Information
| Project Identifiers | Project ID: 212737 DEA: 060S8304 EFIS: 0615000046 |
|---|---|
| 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 | 08/16/2023 | Sample Unique Key | 23 |
|---|---|---|---|
| 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 | 08/16/2023 |
| Sample type | Department Acceptance | A brief description of the sample | 3/4 HMA cold feed |
| The quantity of what the sample constitutes | 750 Tons | From where was the sample collected | Manufacturer |
| First name of sampler or witnessed by | Gurjeet | Last name of sampler or witnessed by | Litt |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | Linked DIME Sample ID | ||
| The fabricator/manufacturer/facility name | Granite Coalinga | 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) | Granite Coalinga |
|---|---|---|---|
| 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 | 4 | |
| Sublot number | 7 | Aggregate Mix Number |
Test Details
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DIME Sample ID: 2023-08-16-23
DIME Test ID: 2023-08-16-23-2
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: 2023-08-22
Test Results
How many times will the test be run?: Once
Input Type: Measured
Tester's full name: Tomas Silva
Date of test: 08/17/2023
Clay reading: 6.1
Sand reading: 4.9
Sand Equivalent: 81
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 8/22/2023 ✔