Summary for Test 2026-03-30-5-1
Test performed: AASHTO T209-12Project Information
| Project Identifiers | Project ID: 1001307 DEA: 034J1204 EFIS: 0323000088 |
|---|---|
| DIST-CO-RTE-PM | 03-YOL-16-37.3/37.8 |
| Award Date | 09/05/2025 |
| Closeout Date | Not set |
| Work Description | HMA, FLASHING BEACON SYSTEM, AND ROADWAY EXCAVATION. |
| Location Description | YOLO COUNTY NEAR WOODLAND 0.2 MILE WEST OF COUNTY ROAD 95 TO 0.2 MILE EAST OF COUNTY ROAD 95 |
| QA Service Level | 1 (Verified on 06/11/2025) |
Sample Information
| Sample Taken Date | 03/30/2026 | Sample Unique Key | 5 |
|---|---|---|---|
| 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 | 03/30/2026 |
| Sample type | Quality Assurance | A brief description of the sample | Production Startup Evaluation (3/4" 64-16 HMA SP RAP) |
| The quantity of what the sample constitutes | 750 Tons | From where was the sample collected | Supplier |
| First name of sampler or witnessed by | Emilio | Last name of sampler or witnessed by | Chavez |
| Title of sampler | Materials Tester | Telephone number of sampler | (530) 217-5934 |
| Laboratory sample identification | Linked DIME Sample ID | ||
| The fabricator/manufacturer/facility name | Teichert (Woodland Hot Plant #306) | Transportation Laboratory (TL) Number | |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Lot 1, Sublot 1 | 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 | 1 |
| Sublot number | 1 | HMA Mix Number | |
| Binder content (%) | 0.0 | Virgin binder PG | PG 64-16 |
| Design binder PG | Binder Supplier | ||
| RAP content (%) | Not set | WMA Additives | |
| Antistrip type |
Test Details
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DIME Sample ID: 2026-03-30-5
DIME Test ID: 2026-03-30-5-1
Testing Lab: CT D03 - Olivehurst Northern Regional 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: 2026-04-03
Test Results
Number of tests: 1
What is the unit of measurement for theoretical density?: SI Units
Mass Determination: Air
Input Type: Measured
Tester's full name: Joshua Wilson
Date of test: 04/02/2026
Method Performed: Mechanical Agitation - Method A
Mass of container filled with water: 7402.5 grams
Mass of oven-dry sample in air for Sample 1: 2617 grams
Mass of container filled with the sample and water for Sample 1: 8966 grams
Temperature of Water: 77 °F
Specific Gravity for Sample 1: 2.484
Theoretical maximum density at 25°C (77°F): 2476.8 kg/m^3
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 4/3/2026 ✔