Summary for Test 2025-01-11-1-3
Test performed: AASHTO T275-07r12Project Information
| Project Identifiers | Project ID: 1000578 DEA: 112N1704 EFIS: 1122000283 |
|---|---|
| DIST-CO-RTE-PM | 11-SD-805-15.72-28.3 |
| Award Date | 05/20/2024 |
| Closeout Date | 06/09/2025 |
| Work Description | Bridge Preservation |
| Location Description | In San Diego at various locations from Landis Street Overcrossing to Sorrento Valley Boulevard Undercrossing |
| QA Service Level | 1 (Verified on 09/03/2024) |
Sample Information
| Sample Taken Date | 01/11/2025 | Sample Unique Key | 1 |
|---|---|---|---|
| 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 | 01/14/2025 |
| Sample type | Quality Assurance | 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 | Derrick | Last name of sampler or witnessed by | McCovy |
| Title of sampler | TET | Telephone number of sampler | 6193722435 |
| Laboratory sample identification | 1601-PSU | Linked DIME Sample ID | 2025-01-11-02 |
| 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 | 3/4 inch | Lot number | |
| Sublot number | HMA Mix Number | 220817 Otay Val | |
| 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: 2025-01-11-1
DIME Test ID: 2025-01-11-1-3
Testing Lab: CT D11 - District 11 Materials Laboratory
Test Method: AASHTO T275-07r12: Standard Method of Test for Bulk Specific Gravity (Gmb) of Compacted Asphalt Mixtures Using Paraffin-Coated Specimens (Bulk Specific Gravity)
Test Release Date: 2025-01-16
Test Results
Number of tests: 3
What test procedure is performed?: Method A
Input Type: Measured
Tester's full name: Daniel Smith
Date of test: 01/16/2025
Mass of the dry specimen in air: 4842.9 g
Mass of the dry specimen plus paraffin coating in air: 4897.1 g
Mass of the dry specimen plus paraffin coating in water: 2837.6 g
Specific gravity of the paraffin at 25 ± 1°C (77 ± 1.8°F): 0.9
Mass 2 of the dry specimen in air: 4839.6 g
Mass 2 of the dry specimen plus paraffin coating in air: 4890.1 g
Mass 2 of the dry specimen plus paraffin coating in water: 2837.9 g
Specific gravity 2 of the paraffin at 25 ± 1°C (77 ± 1.8°F): 0.9
Mass 3 of the dry specimen in air: 4841.9 g
Mass 3 of the dry specimen plus paraffin coating in air: 4893.4 g
Mass 3 of the dry specimen plus paraffin coating in water: 2841.8 g
Specific gravity 3 of the paraffin at 25 ± 1°C (77 ± 1.8°F): 0.9
Bulk Specific Gravity: 2.422
Bulk Specific Gravity 2: 2.425
Bulk Specific Gravity 3: 2.428
Average Bulk Specific Gravity: 2.425
General comments (publicly viewable) (Max 1000 characters): Complies Target 4.0% Air Voids and tested an Avg of 3.9% Air Voids
Test was verified on 1/16/2025 ✔