Summary for Test 2026-06-04-163-3
Test performed: AASHTO T209-12Project Information
| Project Identifiers | Project ID: 215734 DEA: 024H0104 EFIS: 0218000068 |
|---|---|
| DIST-CO-RTE-PM | 02-PLU-70-78.3/90.3 |
| Award Date | 01/29/2025 |
| Closeout Date | Not set |
| Work Description | REPLACE AC SURFACING, PLACE HMA AND THERMOPLASTIC TRAFFIC STRIPING. |
| Location Description | PLUMAS COUNTY NEAR PORTOLA FROM 0.4 MILE WEST OF BIG GRIZZLY CREEK BRIDGE TO 0.8 MILE WEST OF SUMMIT SCHOOL DRIVE |
| QA Service Level | 1 (Verified on 07/08/2021) |
Sample Information
| Sample Taken Date | 06/04/2026 | Sample Unique Key | 163 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 06/08/2026 | Sample type | Acceptance |
| A brief description of the sample | 12 boxes of Lime Treated 3/4-inch Type A HMA (eq. PG 64-28) | The quantity of what the sample constitutes | 750 Tons |
| From where was the sample collected | Manufacturer | First name of sampler or witnessed by | Emilio |
| Last name of sampler or witnessed by | Chavez | Title of sampler | |
| Telephone number of sampler | Laboratory sample identification | D80222 | |
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Hat Creek Construction and Materials – Ward Lake Plant (Litchfield, CA) | |
| Transportation Laboratory (TL) Number | 036636 | Inspector Lot Number from the Transportation Laboratory (TL) Form | |
| Structure unique identifier | Structure name | ||
| Bid Item | 3923701 |
Material Information
| Material Type | Hot Mix Asphalt | HMA Type | Type A HMA |
|---|---|---|---|
| HMA Grading | 3/4 inch | Lot number | |
| Sublot number | HMA Mix Number | JMF2614001 | |
| Binder content (%) | 5.7 | Virgin binder PG | |
| Design binder PG | PG 64-28 | Binder Supplier | Western Emulsions (White City, OR) |
| RAP content (%) | 22 | WMA Additives | No |
| Antistrip type | Lime |
Test Details
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DIME Sample ID: 2026-06-04-163
DIME Test ID: 2026-06-04-163-3
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: 2026-07-16
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: 06/09/2026
Method Performed: Mechanical Agitation - Method A
Mass of container filled with water: 7330.6 grams
Mass of oven-dry sample in air for Sample 1: 2511.9 grams
Mass of container filled with the sample and water for Sample 1: 8819.7 grams
Temperature of Water: 77 °F
Specific Gravity for Sample 1: 2.456
Theoretical maximum density at 25°C (77°F): 2448.9 kg/m^3
General comments (publicly viewable) (Max 1000 characters): Gmm=2.456
Test was verified on 7/16/2026 ✔