Summary for Test 2024-12-04-66-2
Test performed: AASHTO T209-22Project 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 | 12/04/2024 | Sample Unique Key | 66 |
|---|---|---|---|
| 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 | 12/05/2024 |
| Sample type | Quality Assurance | A brief description of the sample | Plant Sample |
| The quantity of what the sample constitutes | 4 boxes | From where was the sample collected | Supplier |
| First name of sampler or witnessed by | Derrick | Last name of sampler or witnessed by | McCovey |
| Title of sampler | TET | Telephone number of sampler | 6193722435 |
| Laboratory sample identification | 0611-A | Linked DIME Sample ID | 2024-12-04-65 |
| The fabricator/manufacturer/facility name | Vulcan CC | 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 | 320819 CC SJR | |
| 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: 2024-12-04-66
DIME Test ID: 2024-12-04-66-2
Testing Lab: CT D11 - District 11 Materials Laboratory
Test Method: AASHTO T209-22: Standard Method of Test for Theoretical Maximum Specific Gravity (Gmm) and Density of Asphalt Mixtures (Maximum Specific Gravity)
Test Release Date: 2024-12-23
Test Results
Number of Samples: 1
What is the unit of measurement for theoretical density?: US Units
Mass Determination: Air
Input Type: Measured
Tester's full name: Daniel Smith
Date of test: 12/23/2024
Method Performed: Mechanical Agitation - Method A
Mass of container filled with water 1: 7475.6 grams
Mass of oven-dry sample in air for Sample 1: 1561.2 grams
Mass of container filled with the sample and water for Sample 1: 8402.6 grams
Temperature of Water: 77 °F
Specific Gravity for Sample 1: 2.462
Theoretical maximum density at 25°C (77°F): 153.2 lb/ft^3
General comments (publicly viewable) (Max 1000 characters): Complies Target 2.478 Tested 2.462
Test was verified on 12/23/2024 ✔