Summary for Test 2026-07-13-18-1
Test performed: AASHTO T209-12Project Information
| Project Identifiers | Project ID: 1000637 DEA: 031H1404 EFIS: 0316000060 |
|---|---|
| DIST-CO-RTE-PM | 03-BUT-99-R3.1/5.0 |
| Award Date | 01/08/2025 |
| Closeout Date | Not set |
| Work Description | RHMA, HMA, LIGHTING SYSTEMS, CURB RAMPS, SIDEWALKS, AND DRIVEWAYS. |
| Location Description | BUTTE COUNTY IN AND NEAR GRIDLEY FROM HOLLIS LANE TO 0.2 MILE NORTH OF FORD AVENUE |
| QA Service Level | 1 (Verified on 11/06/2024) |
Sample Information
| Sample Taken Date | 07/13/2026 | Sample Unique Key | 18 |
|---|---|---|---|
| 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 | 07/14/2026 |
| Sample type | Quality Assurance | A brief description of the sample | 2 Boxes |
| The quantity of what the sample constitutes | 3/4" RHMA-G | 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 26-130 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Teichert Hallwood | Transportation Laboratory (TL) Number | C955815 |
| 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 | 1 |
| Sublot number | 8 | HMA Mix Number | 30940532500P |
| Binder content (%) | 7.5 | Virgin binder PG | PG 64-16 |
| 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: 2026-07-13-18
DIME Test ID: 2026-07-13-18-1
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: 2026-07-15
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: 07/14/2026
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: 2650.5 grams
Mass of container filled with the sample and water for Sample 1: 8994 grams
Temperature of Water: 77 °F
Specific Gravity for Sample 1: 2.503
Theoretical maximum density at 25°C (77°F): 2495.7 kg/m^3
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 7/15/2026 ✔