Summary for Test 2023-06-25-3-2
Test performed: AASHTO T209-12Project Information
| Project Identifiers | Project ID: 215348 DEA: 060U4204 EFIS: 0616000004 |
|---|---|
| DIST-CO-RTE-PM | 06-FRE-99-R4.9/11.6 |
| Award Date | 02/25/2021 |
| Closeout Date | 12/02/2025 |
| Work Description | CONSTRUCT CRCP, PLACE HMA, AND ROADWAY EXCAVATION. |
| Location Description | FRESNO COUNTY IN AND NEAR SELMA AND FOWLER FROM MCCALL AVENUE UNDERCROSSING TO 0.5 MILE NORTH OF MERCED STREET UNDERCROSSING |
| QA Service Level | 1 (Verified on 12/07/2020) |
Sample Information
| Sample Taken Date | 06/25/2023 | Sample Unique Key | 3 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 06/26/2023 | Sample type | Department Acceptance |
| A brief description of the sample | 3/4 HMA Type A | The quantity of what the sample constitutes | 750 Tons |
| From where was the sample collected | Supplier | First name of sampler or witnessed by | Noah |
| Last name of sampler or witnessed by | Hunt | Title of sampler | Senior Materials Tester |
| Telephone number of sampler | Laboratory sample identification | ||
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Vulcan Materials-Fresno | |
| 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 | 14 |
| Sublot number | 1 | HMA Mix Number | |
| 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: 2023-06-25-3
DIME Test ID: 2023-06-25-3-2
Testing Lab: CT D06 - Millbrook Field Laboratory
Test Method: AASHTO T209-12: Standard Method of Test for Theoretical Maximum Specific Gravity (Gmm) and Density of Asphalt Mixtures (Maximum Specific Gravity)
Test Release Date: 2023-06-28
Test Results
Number of tests: 1
What is the unit of measurement for theoretical density?: US Units
Mass Determination: Air
Input Type: Measured
Tester's full name: Allen Oliver
Date of test: 06/27/2023
Method Performed: Mechanical Agitation - Method A
Mass of container filled with water: 7330.5 grams
Mass of oven-dry sample in air for Sample 1: 2522.3 grams
Mass of container filled with the sample and water for Sample 1: 8880.8 grams
Temperature of Water: 77 °F
Specific Gravity for Sample 1: 2.595
Theoretical maximum density at 25°C (77°F): 161.5 lb/ft^3
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 6/28/2023 ✔