Summary for Test 2025-04-22-110-4
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 | 04/22/2025 | Sample Unique Key | 110 |
|---|---|---|---|
| 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 | 05/12/2025 |
| Sample type | Verification | A brief description of the sample | 12 boxes of 1/2-inch RHMA-G (PG 64-16 CR) with WMA |
| The quantity of what the sample constitutes | Production Start-Up Evaluation/JMF Vericfication | 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 | Mercer-Fraser Company — Boyd Road Plant (Arcata, 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
Test Details QR Code
Scan this code to open this Test Details view on another device.
Sample Details QR Code
Scan this code to open this Sample Details view on another device.
DIME Sample ID: 2025-04-22-110
DIME Test ID: 2025-04-22-110-4
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: 2025-06-11
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 Ferency
Date of test: 06/04/2025
Specific Gravity for Sample 1: 2.403
Specific Gravity for Sample 2: 2.395
Specific Gravity for Sample 3: no data
Average Specific Gravity: 2.399
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 6/11/2025 ✔