Summary for Test 2025-10-09-69-1
Test performed: AASHTO T209-12Project Information
| Project Identifiers | Project ID: 1001120 DEA: 033G6204 EFIS: 0325000037 |
|---|---|
| DIST-CO-RTE-PM | 03-YOL-5-R22.8/R28.9 |
| Award Date | 06/03/2025 |
| Closeout Date | Not set |
| Work Description | COLD PLANE AC PVMT AND HMA (TYPE A). |
| Location Description | YOLO COUNTY NEAR DUNNIGAN FROM 0.2 MILE NORTH OF ROUTE 505/5 SEPARATION TO THE COLUSA COUNTY LINE |
| QA Service Level | 1 (Verified on 04/02/2025) |
Sample Information
| Sample Taken Date | 10/09/2025 | Sample Unique Key | 69 |
|---|---|---|---|
| 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 | 10/14/2025 |
| Sample type | Quality Assurance | A brief description of the sample | 3/4" HMA w/ 15% RAP |
| The quantity of what the sample constitutes | 2 Boxes | From where was the sample collected | Source |
| First name of sampler or witnessed by | Dustan | Last name of sampler or witnessed by | Kliethermes |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | Daily 25-234 | Linked DIME Sample ID | 2025-10-09-34 |
| The fabricator/manufacturer/facility name | Teichert Woodland | 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 | 1 |
| Sublot number | 5 | HMA Mix Number | 30640432407V |
| Binder content (%) | 4.7 | Virgin binder PG | |
| Design binder PG | PG 64-16 | Binder Supplier | Valero |
| RAP content (%) | 15 | WMA Additives | |
| Antistrip type |
Test Details
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DIME Sample ID: 2025-10-09-69
DIME Test ID: 2025-10-09-69-1
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: 2025-10-24
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: 10/22/2025
Method Performed: Mechanical Agitation - Method A
Mass of container filled with water: 7342.7 grams
Mass of oven-dry sample in air for Sample 1: 2540.4 grams
Mass of container filled with the sample and water for Sample 1: 8865.1 grams
Temperature of Water: 77 °F
Specific Gravity for Sample 1: 2.495
Theoretical maximum density at 25°C (77°F): 2487.8 kg/m^3
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 10/24/2025 ✔