Summary for Test 2024-11-07-83-5
Test performed: AASHTO T209-12Project Information
| Project Identifiers | Project ID: 66665 DEA: BMD EFIS: BMD |
|---|---|
| DIST-CO-RTE-PM | 59--- |
| Award Date | Not set |
| Closeout Date | Not set |
| Work Description | Special project for submitting Balanced Mix Design (BMD) data for hot mix asphalt. UCPRC is collecting BMD data from the test track built for accelerated pavement testing |
| Location Description | Not set |
| QA Service Level | NOT VERIFIED |
Sample Information
| Sample Taken Date | 11/07/2024 | Sample Unique Key | 83 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 11/08/2024 | Sample type | Informational |
| A brief description of the sample | BMD TT2- 0.75 SP +1.25% AC Surface 25% RAP 58-22 | The quantity of what the sample constitutes | 48 Boxes |
| From where was the sample collected | Source | First name of sampler or witnessed by | James |
| Last name of sampler or witnessed by | Brewster | Title of sampler | MREA |
| Telephone number of sampler | 9169064487 | Laboratory sample identification | 025-003 |
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | George Reed - Clements Plant | |
| Transportation Laboratory (TL) Number | 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 | 0 |
| Sublot number | 0 | HMA Mix Number | 025003 |
| Binder content (%) | 5.8 | Virgin binder PG | PG 64-16 |
| Design binder PG | PG 58-22 | Binder Supplier | Valero Benicia |
| RAP content (%) | 25 | WMA Additives | No |
| Antistrip type | No |
Test Details
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DIME Sample ID: 2024-11-07-83
DIME Test ID: 2024-11-07-83-5
Testing Lab: CT HQ - Sacramento Hot Mix Asphalt 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: 2026-06-16
Test Results
Number of tests: 2
What is the unit of measurement for theoretical density?: SI Units
Mass Determination: Water
Input Type: Calculated
Tester's full name: James Brewster
Date of test: 11/20/2025
Specific Gravity for Sample 1: 2.564
Specific Gravity for Sample 2: 2.567
Average Specific Gravity: 2.566
Theoretical maximum density at 25°C (77°F): 77.0 kg/m^3
General comments (publicly viewable) (Max 1000 characters): Material was MTOA Aged
Test was verified on 6/16/2026 ✔