Summary for Test 2024-09-09-140-3
Test performed: AASHTO T209-12Project Information
| Project Identifiers | Project ID: 66669 DEA: JMF-DATA EFIS: JMF-DATA |
|---|---|
| DIST-CO-RTE-PM | 59--- |
| Award Date | Not set |
| Closeout Date | Not set |
| Work Description | Special project for storing JMF sample data |
| Location Description | Not set |
| QA Service Level | NOT VERIFIED |
Sample Information
| Sample Taken Date | 09/09/2024 | Sample Unique Key | 140 |
|---|---|---|---|
| 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 | 09/09/2024 |
| Sample type | Verification | 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 and JMF Verification Renewal | From where was the sample collected | Manufacturer |
| First name of sampler or witnessed by | Ward | Last name of sampler or witnessed by | Jenkins |
| Title of sampler | Not set | Telephone number of sampler | Not set |
| Laboratory sample identification | Not set | Linked DIME Sample ID | Not set |
| The fabricator/manufacturer/facility name | J.F. Shea Construction — Fawndale Rock and Asphalt (Redding, CA) | Transportation Laboratory (TL) Number | Not set |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | Not set | |
| Structure name | Not set | Bid Item | Not set |
Material Information
| Material Type | Hot Mix Asphalt | HMA Type | RHMA-G |
|---|---|---|---|
| HMA Grading | 1/2 inch | Lot number | Not set |
| Sublot number | Not set | HMA Mix Number | Not set |
| Binder content (%) | Not set | Virgin binder PG | Not set |
| Design binder PG | Not set | Binder Supplier | Not set |
| RAP content (%) | Not set | WMA Additives | Not set |
| Antistrip type | Not set |
Test Details
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DIME Sample ID: 2024-09-09-140
DIME Test ID: 2024-09-09-140-3
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: 2025-07-17
Test Results
Number of tests: 3
What is the unit of measurement for theoretical density?: US Units
Mass Determination: Water
Input Type: Calculated
Tester's full name: jOSH mURPHY
Date of test: 09/09/2024
Specific Gravity for Sample 1: 2.475
Specific Gravity for Sample 2: no data
Specific Gravity for Sample 3: no data
Average Specific Gravity: 2.475
Theoretical maximum density at 25°C (77°F): no data
General comments (publicly viewable) (Max 1000 characters): Submitted from JMF - Ward Jenkins
Test was verified on 7/17/2025 ✔