Summary for Test 2025-11-05-2-2
Test performed: AASHTO T269-24E25Project Information
| Project Identifiers | Project ID: 1000682 DEA: 09379104 EFIS: 0919000005 |
|---|---|
| DIST-CO-RTE-PM | 09-INY-395-91.6/100.8 |
| Award Date | 02/20/2025 |
| Closeout Date | Not set |
| Work Description | CONSTRUCT HMA, CURB RAMPS, AND ELECTRICAL SYSTEMS. |
| Location Description | INYO COUNTY AT AND NEAR BIG PINE FROM 0.1 MILE SOUTH OF ELNA ROAD TO SOUTH JUNCTION ROUTE 168 |
| QA Service Level | 1 (Verified on 01/13/2025) |
Sample Information
| Sample Taken Date | 11/05/2025 | Sample Unique Key | 2 |
|---|---|---|---|
| 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 | 11/05/2025 |
| Sample type | Quality Assurance | A brief description of the sample | CR165 A,B,C |
| The quantity of what the sample constitutes | 250 tons each | From where was the sample collected | Job Site |
| First name of sampler or witnessed by | Jerid | Last name of sampler or witnessed by | Kupelian |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | Linked DIME Sample ID | ||
| The fabricator/manufacturer/facility name | RHB Plant Independence | 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
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DIME Sample ID: 2025-11-05-2
DIME Test ID: 2025-11-05-2-2
Testing Lab: CT D09 - Bishop Field Laboratory
Test Method: AASHTO T269-24E25: Standard Method of Test for Percent Air Voids in Compacted Dense and Open Asphalt Mixtures (Air Void)
Test Release Date: 2025-11-07
Test Results
Is the sample lab compacted or field compacted?: Field compacted
Number of tests: 3
Input Type: Measured
Tester's full name: Derek Carrington
Date of test: 11/05/2025
Bulk Specific Gravity: 2.333
Bulk Specific Gravity 2: 2.332
Bulk Specific Gravity 3: 2.309
Theoretical Maximum Specific Gravity: 2.482
Percent Air Voids: 6.0 %
Percent Air Voids 2: 6.0 %
Percent Air Voids 3: 7.0 %
Average Percent Air Voids: 6.3 %
Average Core Density: 93.7 %
General comments (publicly viewable) (Max 1000 characters): CR 165 Density: 165A=94.0%, 165B=94.0%, 165C=93.0%
Test was verified on 11/7/2025 ✔