Summary for Test 2026-07-20-9-2
Test performed: AASHTO T176-08Project Information
| Project Identifiers | Project ID: 1001616 DEA: 061C0604 EFIS: 0621000014 |
|---|---|
| DIST-CO-RTE-PM | 06-KER-223-1.8/10.4 |
| Award Date | Not set |
| Closeout Date | Not set |
| Work Description | FULL DEPTH RECYCLE AND V-DITCHES. |
| Location Description | KERN COUNTY NEAR BAKERSFIELD FROM ROUTE 223/5 SEPARATION TO 0.1 MILE WEST OF ROUTE 223/99 SEPARATION |
| QA Service Level | 1 (Verified on 10/06/2025) |
Sample Information
| Sample Taken Date | 07/20/2026 | Sample Unique Key | 9 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 07/20/2026 | Sample type | Acceptance |
| A brief description of the sample | 3/4" HMA- A | The quantity of what the sample constitutes | L1SL35 |
| From where was the sample collected | Source | First name of sampler or witnessed by | Barrett |
| Last name of sampler or witnessed by | Felder | Title of sampler | |
| Telephone number of sampler | Laboratory sample identification | ||
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Granite Solari | |
| Transportation Laboratory (TL) Number | Inspector Lot Number from the Transportation Laboratory (TL) Form | ||
| Structure unique identifier | Structure name | ||
| Bid Item | 3945941 |
Material Information
| Material Type | Aggregate | Source Identification (SMARA, name of Pit or Job Site) | 91-15-0114 |
|---|---|---|---|
| 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 | 35 | Aggregate Mix Number |
Test Details
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DIME Sample ID: 2026-07-20-9
DIME Test ID: 2026-07-20-9-2
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: 2026-07-21
Test Results
How many times will the test be run?: 3 Times
Input Type: Measured
Tester's full name: Neale Brown
Date of test: 07/20/2026
Clay Level (Test 1): 5.3
Sand Level (Test 1): 4.1
Clay Level (Test 2): 5.4
Sand Level (Test 2): 4.2
Clay Level (Test 3): 5.4
Sand Level (Test 3): 4.3
Sand Equivalent (Test 1): 78
Sand Equivalent (Test 2): 78
Sand Equivalent (Test 3): 80
Sand Equivalent: 79
General comments (publicly viewable) (Max 1000 characters):
Test File Attachments
| File Name | Extension | File Size | Date Uploaded | Test ID | Actions |
|---|---|---|---|---|---|
| 06_1C0604_37033_260720_L1SL35 | 280.10 KB | 07/21/2026 | 2026-07-20-9-2 | Info |
Test was verified on 7/21/2026 ✔