Summary for Test 2025-12-09-31-4
Test performed: AASHTO T269-24E25Project Information
| Project Identifiers | Project ID: 1001056 DEA: 112N2074 EFIS: 1123000286 |
|---|---|
| DIST-CO-RTE-PM | 11-SD-54,805-Var |
| Award Date | 05/23/2025 |
| Closeout Date | Not set |
| Work Description | GRIND BRIDGE DECKS, POLYESTER CONCRETE OVERLAY, REPAIR APPROACH SLABS. |
| Location Description | SAN DIEGO COUNTY AT VARIOUS LOCATIONS |
| QA Service Level | 1 (Verified on 05/30/2025) |
Sample Information
| Sample Taken Date | 12/09/2025 | Sample Unique Key | 31 |
|---|---|---|---|
| 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 | 12/10/2025 |
| Sample type | Production Start-Up | A brief description of the sample | PSU |
| The quantity of what the sample constitutes | 12 boxes | From where was the sample collected | Source |
| First name of sampler or witnessed by | Mohammed | Last name of sampler or witnessed by | Masud |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | Linked DIME Sample ID | ||
| The fabricator/manufacturer/facility name | Vulcan Otay | 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 | 1/2 inch | Lot number | |
| Sublot number | HMA Mix Number | 320200 Otay Val | |
| Binder content (%) | 4.9 | Virgin binder PG | PG58-16 |
| Design binder PG | PG 64-16 | Binder Supplier | Valero |
| RAP content (%) | 22 | WMA Additives | No |
| Antistrip type | None |
Test Details
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DIME Sample ID: 2025-12-09-31
DIME Test ID: 2025-12-09-31-4
Testing Lab: CT D11 - District 11 Materials 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: 2025-12-16
Test Results
Is the sample lab compacted or field compacted?: Lab compacted
Number of tests: 3
Input Type: Measured
Tester's full name: Daniel Smith
Date of test: 12/15/2025
Bulk Specific Gravity: 2.372
Bulk Specific Gravity 2: 2.376
Bulk Specific Gravity 3: 2.375
Theoretical Maximum Specific Gravity: 2.502
Percent Air Voids: 5.2 %
Percent Air Voids 2: 5.0 %
Percent Air Voids 3: 5.1 %
Average Percent Air Voids: 5.1 %
General comments (publicly viewable) (Max 1000 characters): Complies Target 4.0% +/- 1.5% Tested an Avg of 5.1%
Test was verified on 12/16/2025 ✔