Summary for Test 2025-10-07-24-5
Test performed: AASHTO T269-24E25Project Information
| Project Identifiers | Project ID: 995026 DEA: 040Q1004 EFIS: 0418000044 |
|---|---|
| DIST-CO-RTE-PM | 04-ALA-580-20.7/30.8 |
| Award Date | 07/11/2024 |
| Closeout Date | Not set |
| Work Description | REHAB ALA 580 |
| Location Description | ALAMEDA COUNTY IN PLEASANTON AND CASTRO VALLEY FROM ROUTE 680/580 SEPARATION TO ROUTE 580/238 SEPARATION |
| QA Service Level | 1 (Verified on 07/28/2023) |
Sample Information
| Sample Taken Date | 10/07/2025 | Sample Unique Key | 24 |
|---|---|---|---|
| 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 | 10/08/2025 |
| Sample type | Quality Assurance | A brief description of the sample | 1/2"RHMA-G |
| The quantity of what the sample constitutes | 750 Tons | From where was the sample collected | Job Site |
| First name of sampler or witnessed by | Scott | Last name of sampler or witnessed by | Sowko |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | Linked DIME Sample ID | ||
| The fabricator/manufacturer/facility name | Vulcan Pleasanton | Transportation Laboratory (TL) Number | C032341 |
| 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 | RHMA-G |
|---|---|---|---|
| HMA Grading | 1/2 inch | Lot number | 2 |
| Sublot number | 15 | HMA Mix Number | 326122 |
| Binder content (%) | 7.5 | Virgin binder PG | PG 64-16 |
| Design binder PG | PG 64-16 | Binder Supplier | |
| RAP content (%) | Not set | WMA Additives | Yes |
| Antistrip type |
Test Details
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DIME Sample ID: 2025-10-07-24
DIME Test ID: 2025-10-07-24-5
Testing Lab: CT D04 - Pleasanton 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: 2025-10-09
Test Results
Is the sample lab compacted or field compacted?: Field compacted
Number of tests: 3
Input Type: Measured
Tester's full name: Dennis Yeung
Date of test: 10/09/2025
Bulk Specific Gravity: 2.300
Bulk Specific Gravity 2: 2.233
Bulk Specific Gravity 3: 2.200
Theoretical Maximum Specific Gravity: 2.421
Percent Air Voids: 5.0 %
Percent Air Voids 2: 7.8 %
Percent Air Voids 3: 9.1 %
Average Percent Air Voids: 7.3 %
Average Core Density: 92.7 %
General comments (publicly viewable) (Max 1000 characters): Lot 2 SL. 15
Test was verified on 10/9/2025 ✔