Summary for Test 2024-10-29-8-2
Test performed: AASHTO T176-08Project Information
| Project Identifiers | Project ID: 995124 DEA: 060X3004 EFIS: 0618000051 |
|---|---|
| DIST-CO-RTE-PM | 06-FRE-33-69.4/71.5 |
| Award Date | 02/06/2024 |
| Closeout Date | 08/31/2026 |
| Work Description | REPLACE ROADWAY PAVEMENT. |
| Location Description | FRESNO COUNTY IN AND NEAR FIREBAUGH FROM MORRIS KYLE DRIVE TO LYON AVENUE |
| QA Service Level | 1 (Verified on 10/25/2023) |
Sample Information
| Sample Taken Date | 10/29/2024 | Sample Unique Key | 8 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 10/30/2024 | 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 | Santa Fe Winton | |
| 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) | Teichert Santa Fe Winton |
|---|---|---|---|
| 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 | 3 | |
| Sublot number | 9 | Aggregate Mix Number |
Test Details
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DIME Sample ID: 2024-10-29-8
DIME Test ID: 2024-10-29-8-2
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: 2024-10-30
Test Results
How many times will the test be run?: Once
Input Type: Measured
Tester's full name: Tomas Silva
Date of test: 10/30/2024
Clay reading: 5.7
Sand reading: 4.2
Sand Equivalent: 74
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 10/30/2024 ✔