Summary for Test 2025-10-09-53-1
Test performed: AASHTO T209-12Project Information
| Project Identifiers | Project ID: 1000176 DEA: 034H76U4 EFIS: 0323000040 |
|---|---|
| DIST-CO-RTE-PM | 03-BUT-32-5.0/10.2 |
| Award Date | 06/17/2024 |
| Closeout Date | Not set |
| Work Description | REHABILITATE PAVEMENT, INSTALL SIGNAL, LIGHTING, DRAINAGE, & ADA RAMPS |
| Location Description | BUTTE COUNTY IN CHICO FROM MUIR AVENUE TO INTERCHANGE OF STATE ROUTES 99 AND 32 |
| QA Service Level | 1 (Verified on 04/18/2024) |
Sample Information
| Sample Taken Date | 10/09/2025 | Sample Unique Key | 53 |
|---|---|---|---|
| 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 | 10/13/2025 |
| Sample type | Quality Assurance | A brief description of the sample | 1/2" 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 | Mark | Last name of sampler or witnessed by | Atterberry |
| Title of sampler | TET | Telephone number of sampler | |
| Laboratory sample identification | Daily 25-212 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | KRC - Orland | Transportation Laboratory (TL) Number | C803785 |
| 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 | 1/2 inch | Lot number | 1 |
| Sublot number | 32 | HMA Mix Number | OR22751000 |
| Binder content (%) | 4.9 | Virgin binder PG | |
| Design binder PG | PG 64-16 | Binder Supplier | PNW |
| RAP content (%) | 15 | WMA Additives | |
| Antistrip type |
Test Details
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DIME Sample ID: 2025-10-09-53
DIME Test ID: 2025-10-09-53-1
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: 2025-10-15
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: 10/13/2025
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: 1659.3 grams
Mass of container filled with the sample and water for Sample 1: 8342 grams
Temperature of Water: 77 °F
Specific Gravity for Sample 1: 2.514
Theoretical maximum density at 25°C (77°F): 2506.7 kg/m^3
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 10/15/2025 ✔