Summary for Test 2025-07-10-38-1
Test performed: AASHTO T269-14Project Information
| Project Identifiers | Project ID: 1000369 DEA: 09378804 EFIS: 0919000002 |
|---|---|
| DIST-CO-RTE-PM | 09-MNO-395-R9.8/R12.6 |
| Award Date | 08/29/2024 |
| Closeout Date | Not set |
| Work Description | PLACE HMA AND ASPHALT BASE, RECYCLE PAVEMENT AND MODIFY ELECTRICAL. |
| Location Description | MONO COUNTY NEAR TOM\\\\'S PLACE FROM 0.5 MILE NORTH OF LOWER ROCK CREEK ROAD TO 1.3 MILES SOUTH OF SOUTH LANDING OVERCROSSING |
| QA Service Level | 1 (Verified on 09/02/2024) |
Sample Information
| Sample Taken Date | 07/10/2025 | Sample Unique Key | 38 |
|---|---|---|---|
| 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 | 07/11/2025 |
| Sample type | Acceptance | A brief description of the sample | 3/4" HMA 58-34M R15 |
| The quantity of what the sample constitutes | 3 Cores (24A, 24B, 24C) | From where was the sample collected | Job Site |
| First name of sampler or witnessed by | Jeff | Last name of sampler or witnessed by | Puente |
| Title of sampler | QA | Telephone number of sampler | |
| Laboratory sample identification | HMA Cores 24 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Granite Five Bridges | 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 | 1 |
| Sublot number | 24 | HMA Mix Number | 13766 |
| Binder content (%) | Not set | Virgin binder PG | Not set |
| Design binder PG | Not set | Binder Supplier | Not set |
| RAP content (%) | Not set | WMA Additives | Not set |
| Antistrip type | Not set |
Test Details
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DIME Sample ID: 2025-07-10-38
DIME Test ID: 2025-07-10-38-1
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: 2025-07-11
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: 07/11/2025
| 1 | 2 | 3 | ||||
|---|---|---|---|---|---|---|
| 2.245 | 2.314 | 2.300 | ||||
| 2.453 | ||||||
8.5 % | 5.7 % | 6.2 % | ||||
6.8 % | ||||||
93.2 % | ||||||
General comments (publicly viewable) (Max 1000 characters): Density: CR-24A=91.5$%, CR-24B=94.3%, CR-24C=93.8%
Test was verified on 7/11/2025 ✔