Summary for Test 2025-06-27-12-1
Test performed: AASHTO T209-22Project Information
| Project Identifiers | Project ID: 1000414 DEA: 034H8704 EFIS: 0319000070 |
|---|---|
| DIST-CO-RTE-PM | 03-SUT-99-25.0/26.2 |
| Award Date | 10/09/2024 |
| Closeout Date | Not set |
| Work Description | RDWY EXC, PLACE HMA-A AND CRCP, INSTALL SIGNAL AND LIGHTING. |
| Location Description | SUTTER COUNTY NEAR YUBA CITY FROM 0.6 MILE SOUTH TO 0.6 MILE NORTH OF OSWALD ROAD |
| QA Service Level | 1 (Verified on 07/30/2024) |
Sample Information
| Sample Taken Date | 06/27/2025 | Sample Unique Key | 12 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 06/30/2025 | Sample type | Quality Assurance |
| A brief description of the sample | 6 Boxes | The quantity of what the sample constitutes | 3/4" HMA w/ 15% RAP |
| From where was the sample collected | Source | First name of sampler or witnessed by | Brad |
| Last name of sampler or witnessed by | McKeehan | Title of sampler | TET |
| Telephone number of sampler | Laboratory sample identification | Daily 25-095 | |
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Teichert Hallwood | |
| Transportation Laboratory (TL) Number | C778934 | 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 | 2 |
| 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: 2025-06-27-12
DIME Test ID: 2025-06-27-12-1
Testing Lab: CT D03 - Olivehurst Northern Regional 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: 2025-07-01
Test Results
Number of Samples: 1
What is the unit of measurement for theoretical density?: SI Units
Mass Determination: Air
Input Type: Calculated
Tester's full name: Joshua Wilson
Date of test: 07/01/2025
Specific Gravity for Sample 1: 2.600
Theoretical maximum density at 25°C (77°F): 3 kg/m^3
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 7/1/2025 ✔