Summary for Test 2025-10-10-61-1
Test performed: AASHTO T209-12Project Information
| Project Identifiers | Project ID: 995538 DEA: 024H0604 EFIS: 0218000073 |
|---|---|
| DIST-CO-RTE-PM | 02-PLU,PLU-36- |
| Award Date | 11/05/2024 |
| Closeout Date | Not set |
| Work Description | CHESTER CAUSEWAY REHAB |
| Location Description | LASSEN AND PLUMAS COUNTIES FROM MELISSA AVENUE TO 0.6 MILE EAST OF RED RIVER CANAL |
| QA Service Level | 1 (Verified on 10/24/2024) |
Sample Information
| Sample Taken Date | 10/10/2025 | Sample Unique Key | 61 |
|---|---|---|---|
| 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 | Acceptance | A brief description of the sample | 12 boxes of Lime Treated 3/4-inch Type A HMA with 22.0% RAP and virgin PG 58-34 (eq. PG 64-28) from Albina – Klamath Falls |
| The quantity of what the sample constitutes | 20000 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 | D80085 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Hat Creek Construction and Materials - Ward Lake Plant (Litchfield, CA) | Transportation Laboratory (TL) Number | 875613 |
| 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% Lime |
Test Details
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DIME Sample ID: 2025-10-10-61
DIME Test ID: 2025-10-10-61-1
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: 2025-11-04
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: 10/14/2025
Method Performed: Mechanical Agitation - Method A
Mass of container filled with water: 7331 grams
Mass of oven-dry sample in air for Sample 1: 2590.9 grams
Mass of container filled with the sample and water for Sample 1: 8871.2 grams
Temperature of Water: 77 °F
Specific Gravity for Sample 1: 2.466
Theoretical maximum density at 25°C (77°F): 2458.8 kg/m^3
General comments (publicly viewable) (Max 1000 characters): Gmm=2.466
Test was verified on 11/4/2025 ✔