Summary for Test 2026-08-23-13-1
Test performed: AASHTO T209-12Project Information
| Project Identifiers | Project ID: 1001565 DEA: 030J4404 EFIS: 0319000285 |
|---|---|
| DIST-CO-RTE-PM | 03-BUT-162-15.6/18.5 |
| Award Date | 12/04/2025 |
| Closeout Date | Not set |
| Work Description | COLD PLANE AC PVMT, HMA, MINOR CONCRETE, SIGNAL AND LIGHTING SYSTEM. |
| Location Description | BUTTE COUNTY IN OROVILLE FROM FEATHER RIVER BRIDGE TO FOOTHILL BOULEVARD |
| QA Service Level | 1 (Verified on 09/17/2025) |
Sample Information
| Sample Taken Date | 08/23/2026 | Sample Unique Key | 13 |
|---|---|---|---|
| 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 | 08/24/2026 |
| Sample type | Quality Assurance | A brief description of the sample | 3/4" RHMA-G |
| The quantity of what the sample constitutes | 2 Boxes | 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 Sample 26-227 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Teichert Hallwood | Transportation Laboratory (TL) Number | C955834 |
| 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 | RHMA-G |
|---|---|---|---|
| HMA Grading | 3/4 inch | Lot number | 2 |
| Sublot number | 1 | HMA Mix Number | 30940532500P |
| Binder content (%) | 7.5 | Virgin binder PG | |
| Design binder PG | PG 64-16 | Binder Supplier | PNW |
| RAP content (%) | 0 | WMA Additives | No |
| Antistrip type |
Test Details
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DIME Sample ID: 2026-08-23-13
DIME Test ID: 2026-08-23-13-1
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: 2026-08-26
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: 08/24/2026
Method Performed: Mechanical Agitation - Method A
Mass of container filled with water: 7342 grams
Mass of oven-dry sample in air for Sample 1: 2603.4 grams
Mass of container filled with the sample and water for Sample 1: 8896.1 grams
Temperature of Water: 77 °F
Specific Gravity for Sample 1: 2.481
Theoretical maximum density at 25°C (77°F): 2473.8 kg/m^3
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 8/26/2026 ✔