Summary for Test 2026-06-17-35-1
Test performed: AASHTO T269-14
Warning: The test results shown on this page have been superseded and are invalid.
This information is for reference only.
Please click this
link
to view the corrected test.
Project Information
| Project Identifiers | Project ID: 1000541 DEA: 09374704 EFIS: 0918000019 |
|---|---|
| DIST-CO-RTE-PM | 09-INY-168,395-17.6/18.3,114.9/117.8 |
| Award Date | 02/21/2025 |
| Closeout Date | Not set |
| Work Description | HMA (TYPE A), MINOR CONCRETE, AND LIGHTING. |
| Location Description | INYO COUNTY IN AND NEAR BISHOP ON ROUTE 395 FROM 0.1 MILE SOUTH OF JAY STREET TO BARLOW LANE AND ON ROUTE 168 FROM PIONEER LANE TO ROUTE 395 |
| QA Service Level | 1 (Verified on 09/02/2024) |
Sample Information
| Sample Taken Date | 06/17/2026 | Sample Unique Key | 35 |
|---|---|---|---|
| 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 | 06/17/2026 |
| Sample type | Quality Assurance | A brief description of the sample | 3/4" HMA Cores |
| The quantity of what the sample constitutes | 750 Tons | From where was the sample collected | Job Site |
| First name of sampler or witnessed by | Isaiah | Last name of sampler or witnessed by | Sexton |
| Title of sampler | TET | Telephone number of sampler | |
| Laboratory sample identification | Core 14 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Granite 5 Bridges Plant Bishop | 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 | Hot Mix Asphalt | HMA Type | Type A HMA |
|---|---|---|---|
| HMA Grading | 3/4 inch | Lot number | |
| Sublot number | HMA Mix Number | ||
| Binder content (%) | 0.0 | Virgin binder PG | |
| Design binder PG | Binder Supplier | ||
| RAP content (%) | Not set | WMA Additives | |
| Antistrip type |
Test Details
DIME Sample ID: 2026-06-17-35
DIME Test ID: 2026-06-17-35-1
Testing Lab: CT D09 - Bishop Field Laboratory
Test Method: AASHTO T269-14: Standard Method of Test for Percent Air Voids in Compacted Dense and Open Asphalt Mixtures (Air Void)
Test Release Date: 2026-06-23
Test Results
Number of tests: 3
Is the sample lab compacted or field compacted?: Field compacted
Input Type: Measured
Tester's full name: Derek Carrington
Date of test: 06/23/2026
| 1 | 2 | 3 | ||||
|---|---|---|---|---|---|---|
| 2.194 | 2.337 | 2.353 | ||||
| 2.452 | ||||||
10.5 % | 4.7 % | 4.0 % | ||||
6.4 % | ||||||
93.6 % | ||||||
General comments (publicly viewable) (Max 1000 characters): Core 13 Density: 13A=89.5% (Fail), 13B=95.3%, 13C=95.0%
Test was verified on 6/23/2026 ✔
Warning: The test results shown on this page have been superseded and are invalid.
This information is for reference only.
