Summary for Test 2026-07-22-15-2
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 | 07/22/2026 | Sample Unique Key | 15 |
|---|---|---|---|
| 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 | 07/22/2026 |
| Sample type | Acceptance | A brief description of the sample | 1/2" RHMA-G |
| The quantity of what the sample constitutes | L2SL1 | From where was the sample collected | Source |
| First name of sampler or witnessed by | Matt | Last name of sampler or witnessed by | Decker |
| 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 | 3945942 |
Material Information
| Material Type | Hot Mix Asphalt | HMA Type | Type A HMA |
|---|---|---|---|
| HMA Grading | 3/4 inch | Lot number | 2 |
| Sublot number | 1 | HMA Mix Number | |
| Binder content (%) | 7.5 | Virgin binder PG | PG 64-16 |
| Design binder PG | PG 64-16 | Binder Supplier | san Joaquin refinery |
| RAP content (%) | 0 | WMA Additives | Yes |
| Antistrip type | Lime |
Test Details
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DIME Sample ID: 2026-07-22-15
DIME Test ID: 2026-07-22-15-2
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: 2026-07-22
Test Results
How many times will the test be run?: 3 Times
Input Type: Measured
Tester's full name: Alex Escobar
Date of test: 07/22/2026
Clay Level (Test 1): 5.8
Sand Level (Test 1): 4.3
Clay Level (Test 2): 5.2
Sand Level (Test 2): 4
Clay Level (Test 3): 5.7
Sand Level (Test 3): 4.1
Sand Equivalent (Test 1): 75
Sand Equivalent (Test 2): 77
Sand Equivalent (Test 3): 72
Sand Equivalent: 75
General comments (publicly viewable) (Max 1000 characters):
Test File Attachments
| File Name | Extension | File Size | Date Uploaded | Test ID | Actions |
|---|---|---|---|---|---|
| 06-1C0604_37034_260722_L2SL01_T030 | 128.73 KB | 07/22/2026 | 2026-07-22-15-2 | Info |
Test was verified on 7/22/2026 ✔