Summary for Test 2024-09-10-77-3
Test performed: AASHTO T275-07r12Project Information
| Project Identifiers | Project ID: 215421 DEA: 042K9504 EFIS: 0417000057 |
|---|---|
| DIST-CO-RTE-PM | 04-ALA-580-14.4/14.4 |
| Award Date | 02/02/2023 |
| Closeout Date | Not set |
| Work Description | CONSTRUCT MATERIAL TESTING LABORATORY BUILDING. |
| Location Description | ALAMEDA COUNTY IN LIVERMORE AT 2201 KITTY HAWK ROAD |
| QA Service Level | 1 (Verified on 01/06/2021) |
Sample Information
| Sample Taken Date | 09/10/2024 | Sample Unique Key | 77 |
|---|---|---|---|
| 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 | 09/11/2024 |
| Sample type | Quality Assurance | A brief description of the sample | 1/2"HMA w/15% RAP |
| The quantity of what the sample constitutes | 750 Tons | From where was the sample collected | Source |
| First name of sampler or witnessed by | Bhalinder | Last name of sampler or witnessed by | Pandher |
| 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 | C031461 |
| 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 | 1 |
| Sublot number | 1 | HMA Mix Number | 30240432412V |
| 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: 2024-09-10-77
DIME Test ID: 2024-09-10-77-3
Testing Lab: CT D04 - Pleasanton Field 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: 2024-09-19
Test Results
Number of tests: 3
What test procedure is performed?: Method A
Input Type: Measured
Tester's full name: Robert Lohman
Date of test: 09/12/2024
Mass of the dry specimen in air: 1337.6 g
Mass of the dry specimen plus paraffin coating in air: 1362.3 g
Mass of the dry specimen plus paraffin coating in water: 766.2 g
Specific gravity of the paraffin at 25 ± 1°C (77 ± 1.8°F): 0.9
Mass 2 of the dry specimen in air: 1199.4 g
Mass 2 of the dry specimen plus paraffin coating in air: 1224.2 g
Mass 2 of the dry specimen plus paraffin coating in water: 686.0 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: 1376.4 g
Mass 3 of the dry specimen plus paraffin coating in air: 1397.8 g
Mass 3 of the dry specimen plus paraffin coating in water: 790.6 g
Specific gravity 3 of the paraffin at 25 ± 1°C (77 ± 1.8°F): 0.9
Bulk Specific Gravity: 2.352
Bulk Specific Gravity 2: 2.349
Bulk Specific Gravity 3: 2.359
Average Bulk Specific Gravity: 2.353
General comments (publicly viewable) (Max 1000 characters): Cores L1, L2, L3
Test was verified on 9/19/2024 ✔