Summary for Test 2026-09-03-9-2
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 | 09/03/2026 | Sample Unique Key | 9 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 09/03/2026 | Sample type | Acceptance |
| A brief description of the sample | 3/4" HMA(type A) with 25% Rap | The quantity of what the sample constitutes | L1SL330 |
| 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 | Deer Creek Porterville | |
| 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 | Hot Mix Asphalt | HMA Type | Type A HMA |
|---|---|---|---|
| HMA Grading | 3/4 inch | Lot number | 1 |
| Sublot number | 330 | HMA Mix Number | 25J012 |
| Binder content (%) | 4.2 | Virgin binder PG | |
| Design binder PG | Binder Supplier | San Juaquin Refinery | |
| RAP content (%) | 25 | WMA Additives | No |
| Antistrip type | Lime |
Test Details
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DIME Sample ID: 2026-09-03-9
DIME Test ID: 2026-09-03-9-2
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: 2026-09-04
Test Results
How many times will the test be run?: 3 Times
Input Type: Measured
Tester's full name: Neale Brown
Date of test: 09/04/2026
Clay Level (Test 1): 8.7
Sand Level (Test 1): 3.4
Clay Level (Test 2): 9.5
Sand Level (Test 2): 3.5
Clay Level (Test 3): 9.1
Sand Level (Test 3): 3.5
Sand Equivalent (Test 1): 40
Sand Equivalent (Test 2): 37
Sand Equivalent (Test 3): 39
Sand Equivalent: 39
General comments (publicly viewable) (Max 1000 characters):
Test File Attachments
| File Name | Extension | File Size | Date Uploaded | Test ID | Actions |
|---|---|---|---|---|---|
| 06-0W7904_37048_260903_L1SL330_Gradation | 162.87 KB | 09/04/2026 | 2026-09-03-9-2 | Info |
Test was verified on 9/4/2026 ✔