Summary for Test 2025-09-15-65-1
Test performed: AASHTO T209-12Project Information
| Project Identifiers | Project ID: 994726 DEA: 024H0904 EFIS: 0218000076 |
|---|---|
| DIST-CO-RTE-PM | 02-SHA-5716- |
| Award Date | 03/18/2024 |
| Closeout Date | 03/21/2025 |
| Work Description | INSTALL WASH WATER AND BRINE SYSTEMS. |
| Location Description | SHASTA COUNTY NEAR OLD STATION AT THE HAT CREEK MAINTENANCE STATION |
| QA Service Level | 1 (Verified on 08/10/2023) |
Sample Information
| Sample Taken Date | 09/15/2025 | Sample Unique Key | 65 |
|---|---|---|---|
| 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 | 09/19/2025 |
| Sample type | Acceptance | A brief description of the sample | 14 Boxes of Lime Treated 3/4-inch HMA-A, w/ 22% RAP, PG 58-34 Albina (K-Falls) |
| The quantity of what the sample constitutes | 20,000 Tons | From where was the sample collected | Manufacturer |
| First name of sampler or witnessed by | Joe | Last name of sampler or witnessed by | Delgado |
| Title of sampler | Consultant | Telephone number of sampler | |
| Laboratory sample identification | D80045 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Hat Creek Construction and Materials - Ward Lake Plant (Litchfield, CA) | Transportation Laboratory (TL) Number | 876957 |
| 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 | |
| Sublot number | HMA Mix Number | ||
| Binder content (%) | 5.7 | Virgin binder PG | |
| Design binder PG | PG 64-28 | Binder Supplier | Albina (Klamath Falls, OR) |
| RAP content (%) | 22 | WMA Additives | No |
| Antistrip type | 1.0% Lime |
Test Details
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DIME Sample ID: 2025-09-15-65
DIME Test ID: 2025-09-15-65-1
Testing Lab: CT D02 - Redding 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: 2025-10-08
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: Josh Ferency
Date of test: 09/23/2025
Method Performed: Mechanical Agitation - Method A
Mass of container filled with water: 7331 grams
Mass of oven-dry sample in air for Sample 1: 2616.6 grams
Mass of container filled with the sample and water for Sample 1: 8889.8 grams
Temperature of Water: 77 °F
Specific Gravity for Sample 1: 2.474
Theoretical maximum density at 25°C (77°F): 2466.8 kg/m^3
General comments (publicly viewable) (Max 1000 characters): Gmm=2.474
Test was verified on 10/8/2025 ✔