Summary for Test 2025-07-10-30-2
Test performed: AASHTO T176-08Project Information
| Project Identifiers | Project ID: 1000926 DEA: 061G8304 EFIS: 0624000171 |
|---|---|
| DIST-CO-RTE-PM | 06-FRE-99-19.9/21.4 |
| Award Date | 03/27/2025 |
| Closeout Date | 11/10/2025 |
| Work Description | REPLACE CONCRETE SLABS WITH HMA, COLD PLANE AND PLACE HMA (TYPE A). |
| Location Description | FRESNO COUNTY IN FRESNO FROM 0.1 MILE NORTH OF CALIFORNIA AVENUE OVERCROSSING TO 0.1 MILE SOUTH OF EL DORADO STREET OVERCROSSING |
| QA Service Level | 1 (Verified on 03/04/2025) |
Sample Information
| Sample Taken Date | 07/10/2025 | Sample Unique Key | 30 |
|---|---|---|---|
| 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 | 07/10/2025 |
| Sample type | Quality Assurance | A brief description of the sample | 3/4” HMA Aggregate |
| The quantity of what the sample constitutes | 0-750 Tons Produced | From where was the sample collected | Manufacturer |
| First name of sampler or witnessed by | Noah | Last name of sampler or witnessed by | Hunt |
| Title of sampler | Senior Materials Tester | Telephone number of sampler | |
| Laboratory sample identification | Linked DIME Sample ID | ||
| The fabricator/manufacturer/facility name | Vulcan Material Ashlan Plant | Transportation Laboratory (TL) Number | |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
| Structure name | Bid Item | Not set |
Material Information
| Material Type | Aggregate | Source Identification (SMARA, name of Pit or Job Site) | 91-20-0016 |
|---|---|---|---|
| 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 | Automatic Sampling Device @ Plant | |
| 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 | 1 | |
| Sublot number | 5 | Aggregate Mix Number |
Test Details
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DIME Sample ID: 2025-07-10-30
DIME Test ID: 2025-07-10-30-2
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: 2025-07-11
Test Results
How many times will the test be run?: Once
Input Type: Measured
Tester's full name: Tomas Silva
Date of test: 07/11/2025
Clay reading: 5.1
Sand reading: 4
Sand Equivalent: 79
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 7/11/2025 ✔