Summary for Test 2024-11-04-113-1
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 | 11/04/2024 | Sample Unique Key | 113 |
|---|---|---|---|
| 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 | 11/14/2025 |
| Sample type | Informational | A brief description of the sample | High Sand – BMD TT4 – 0.75 SP High Sand Surface |
| 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 | Telephone number of sampler | ||
| Laboratory sample identification | 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 | 1 |
| Sublot number | 1 | HMA Mix Number | 02501 |
| Binder content (%) | 4.5 | Virgin binder PG | PG 58-22 |
| Design binder PG | PG 64-16 | Binder Supplier | Valero Benicia |
| RAP content (%) | 25 | WMA Additives | No |
| Antistrip type | N/A |
Test Details
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DIME Sample ID: 2024-11-04-113
DIME Test ID: 2024-11-04-113-1
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: 2026-05-13
Test Results
Number of tests: 2
What is the unit of measurement for theoretical density?: US Units
Mass Determination: Water
Input Type: Measured
Tester's full name: James Brewster
Date of test: 11/05/2025
Method Performed: Mechanical Agitation - Method A
Mass of oven-dry sample in air for Sample 1: 2621.8 grams
Mass of sample in water for Sample 1: 1610.4 grams
Mass of oven-dry sample in air for Sample 2: 2610.6 grams
Mass of sample in water for Sample 2: 1601.9 grams
Temperature of Water: 77 °F
Specific Gravity for Sample 1: 2.592
Specific Gravity for Sample 2: 2.588
Average Specific Gravity: 2.59
Theoretical maximum density at 25°C (77°F): 161.2 lb/ft^3
General comments (publicly viewable) (Max 1000 characters): Unaged for BMD High Sand Mix
Test was verified on 5/13/2026 ✔