Summary for Test 2025-11-05-3-2
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 | 3 |
|---|---|---|---|
| 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 | CR166 A,B,C,D |
| The quantity of what the sample constitutes | up to 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
Test Details QR Code
Scan this code to open this Test Details view on another device.
Sample Details QR Code
Scan this code to open this Sample Details view on another device.
DIME Sample ID: 2025-11-05-3
DIME Test ID: 2025-11-05-3-2
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: 2.318
Bulk Specific Gravity 2: 2.287
Bulk Specific Gravity 3: 2.286
Theoretical Maximum Specific Gravity: 2.482
Percent Air Voids: 6.6 %
Percent Air Voids 2: 7.9 %
Percent Air Voids 3: 7.9 %
Average Percent Air Voids: 7.5 %
Average Core Density: 92.5 %
General comments (publicly viewable) (Max 1000 characters): CR 166 Density: 166A=93.4%, 166B=92.1%, 166C=92.1%
Test was verified on 11/7/2025 ✔