Summary for Test 2024-07-29-18-4
Test performed: AASHTO T275-07r12Project Information
| Project Identifiers | Project ID: 995482 DEA: 112T36U4 EFIS: 1122000243 |
|---|---|
| DIST-CO-RTE-PM | 11-SD-5-37.4-52.6 |
| Award Date | 10/20/2023 |
| Closeout Date | Not set |
| Work Description | I-5 NCC SEGMENT 4C |
| Location Description | I-5 in San Diego County at Various Locations from Lomas Santa Fe Drive Undercrossing to 0.2 Mile North of Oceanside Undercrossing |
| QA Service Level | 1 (Verified on 11/20/2023) |
Sample Information
| Sample Taken Date | 07/29/2024 | Sample Unique Key | 18 |
|---|---|---|---|
| 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 | 07/30/2024 |
| Sample type | Quality Assurance | A brief description of the sample | HMA-A |
| The quantity of what the sample constitutes | 8 boxes | From where was the sample collected | Supplier |
| First name of sampler or witnessed by | Jesse | Last name of sampler or witnessed by | Fuentes |
| Title of sampler | Telephone number of sampler | 8586881440 | |
| Laboratory sample identification | 0606-PSU | 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 | 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: 2024-07-29-18
DIME Test ID: 2024-07-29-18-4
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: 2024-08-19
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: 08/06/2024
Mass of the dry specimen in air: 4842.0 g
Mass of the dry specimen plus paraffin coating in air: 4897.9 g
Mass of the dry specimen plus paraffin coating in water: 2830.0 g
Specific gravity of the paraffin at 25 ± 1°C (77 ± 1.8°F): 0.9
Mass 2 of the dry specimen in air: 4839.4 g
Mass 2 of the dry specimen plus paraffin coating in air: 4894.6 g
Mass 2 of the dry specimen plus paraffin coating in water: 2832.7 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: 4837.3 g
Mass 3 of the dry specimen plus paraffin coating in air: 4891.1 g
Mass 3 of the dry specimen plus paraffin coating in water: 2833.8 g
Specific gravity 3 of the paraffin at 25 ± 1°C (77 ± 1.8°F): 0.9
Bulk Specific Gravity: 2.414
Bulk Specific Gravity 2: 2.419
Bulk Specific Gravity 3: 2.422
Average Bulk Specific Gravity: 2.418
General comments (publicly viewable) (Max 1000 characters): Complies Target 4.0% Tested Avg of 3.7%
Test was verified on 8/19/2024 ✔