Summary for Test 2025-11-02-3-2
Test performed: AASHTO T176-08Project Information
| Project Identifiers | Project ID: 1000510 DEA: 060W79U4 EFIS: 0622000189 |
|---|---|
| DIST-CO-RTE-PM | 06-KER,TUL-99-56.4/57.6,0.0/13.5 |
| Award Date | 04/10/2025 |
| Closeout Date | Not set |
| Work Description | RDWY EXC, HMA, AGGREGATE BASE, CRCP, SIGN STR, AND STR EXC. |
| Location Description | KERN AND TULARE COUNTIES IN AND NEAR DELANO FROM 0.2 MILE SOUTH OF CECIL AVENUE OVERCROSSING TO 0.7 MILE NORTH OF AVENUE 100 OVERCROSSING |
| QA Service Level | 1 (Verified on 08/26/2024) |
Sample Information
| Sample Taken Date | 11/02/2025 | Sample Unique Key | 3 |
|---|---|---|---|
| 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 | 11/03/2025 |
| Sample type | Acceptance | A brief description of the sample | 3/4 inch HMA- A |
| The quantity of what the sample constitutes | L1SL127 | From where was the sample collected | Source |
| First name of sampler or witnessed by | Mike | Last name of sampler or witnessed by | Cozad |
| Title of sampler | Materials Tester | Telephone number of sampler | |
| Laboratory sample identification | Linked DIME Sample ID | ||
| The fabricator/manufacturer/facility name | Jaxon Baker/Deer Creek | Transportation Laboratory (TL) Number | |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
| Structure name | Bid Item | 3906194 |
Material Information
| Material Type | Aggregate | Source Identification (SMARA, name of Pit or Job Site) | 91-54-0021 |
|---|---|---|---|
| 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 | HMA Plant Cold Feed | |
| 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 | 127 | Aggregate Mix Number |
Test Details
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DIME Sample ID: 2025-11-02-3
DIME Test ID: 2025-11-02-3-2
Testing Lab: CT D06 - Bakersfield 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: 2025-11-03
Test Results
How many times will the test be run?: 3 Times
Input Type: Measured
Tester's full name: Mike Cozad
Date of test: 11/03/2025
Clay Level (Test 1): 4.3
Sand Level (Test 1): 4
Clay Level (Test 2): 4.5
Sand Level (Test 2): 4.1
Clay Level (Test 3): 4.4
Sand Level (Test 3): 4.1
Sand Equivalent (Test 1): 93
Sand Equivalent (Test 2): 92
Sand Equivalent (Test 3): 94
Sand Equivalent: 93
General comments (publicly viewable) (Max 1000 characters):
Test File Attachments
| File Name | Extension | File Size | Date Uploaded | Test ID | Actions |
|---|---|---|---|---|---|
| 06-0W7904_37048_251102_L1SL127_Gradation | 168.03 KB | 11/03/2025 | 2025-11-02-3-2 | Info |
Test was verified on 11/3/2025 ✔