Summary for Test 2025-07-20-13-1
Test performed: AASHTO T209-12Project Information
| Project Identifiers | Project ID: 1001090 DEA: 021K0504 EFIS: 0224000046 |
|---|---|
| DIST-CO-RTE-PM | 02-SHA-44-L0.4/L1.8 |
| Award Date | 05/15/2025 |
| Closeout Date | Not set |
| Work Description | COLD PLANE AC PVMT AND RHMA (GAP GRADED). |
| Location Description | SHASTA COUNTY IN REDDING FROM CONTINENTAL UNDERCROSSING NO. 06-0135L TO ROUTE 5/44 SEPARATION |
| QA Service Level | 1 (Verified on 05/01/2025) |
Sample Information
| Sample Taken Date | 07/20/2025 | Sample Unique Key | 13 |
|---|---|---|---|
| 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 | 07/23/2025 |
| Sample type | Production Start-Up | A brief description of the sample | 16 boxes of Lime Treated 1/2-inch RHMA-G (PG 64-16 CR) |
| The quantity of what the sample constitutes | Production Start-Up Evaluation | From where was the sample collected | Manufacturer |
| First name of sampler or witnessed by | Cindy | Last name of sampler or witnessed by | Bryant |
| Title of sampler | TET | Telephone number of sampler | |
| Laboratory sample identification | D79963 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | JF Shea Construction - Fawndale Rock and Asphalt - Redding, CA | Transportation Laboratory (TL) Number | 847837 |
| 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 | 1/2 inch | Lot number | |
| Sublot number | HMA Mix Number | ||
| Binder content (%) | 7.5 | Virgin binder PG | PG 64-16 |
| Design binder PG | Binder Supplier | Valero | |
| RAP content (%) | 0 | WMA Additives | No |
| Antistrip type | Lime |
Test Details
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DIME Sample ID: 2025-07-20-13
DIME Test ID: 2025-07-20-13-1
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: 2025-08-04
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: 07/22/2025
Method Performed: Mechanical Agitation - Method A
Mass of container filled with water: 7331.5 grams
Mass of oven-dry sample in air for Sample 1: 1648.4 grams
Mass of container filled with the sample and water for Sample 1: 8321.7 grams
Temperature of Water: 76 °F
Specific Gravity for Sample 1: 2.504
Theoretical maximum density at 25°C (77°F): 2496.7 kg/m^3
General comments (publicly viewable) (Max 1000 characters): Gmm=2.504
Test was verified on 8/4/2025 ✔