Summary for Test 2026-09-18-23-2
Test performed: AASHTO T209-22Project Information
| Project Identifiers | Project ID: 1002406 DEA: 09428804 EFIS: 0925000089 |
|---|---|
| DIST-CO-RTE-PM | 09-INY-395- |
| Award Date | Not set |
| Closeout Date | Not set |
| Work Description | RTE 395 LITTLE LAKE PAVEMENT PRESERVATION (PM R8.4/R11.8): HMA (TYPE A) OVERLAY & DIGOUTS, HMA DIKE (TYPE E), SHOULDER BACKING, RUMBLE STRIP, FOG SEAL, COLD PLANE, THERMO STRIPING |
| Location Description | Not set |
| QA Service Level | 1 (Verified on 07/16/2026) |
Sample Information
| Sample Taken Date | 09/18/2026 | Sample Unique Key | 23 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 09/18/2026 | Sample type | Production Start-Up |
| A brief description of the sample | 3/4 HMA type A | The quantity of what the sample constitutes | 8 Boxes |
| From where was the sample collected | Source | First name of sampler or witnessed by | Bowman QC |
| Last name of sampler or witnessed by | Bowman QC | Title of sampler | QC |
| Telephone number of sampler | Laboratory sample identification | ||
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Bowman Asphalt, Bakersfield | |
| 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 | |
| Sublot number | HMA Mix Number | L261606 | |
| Binder content (%) | 0.0 | Virgin binder PG | |
| Design binder PG | Binder Supplier | ||
| RAP content (%) | Not set | WMA Additives | |
| Antistrip type |
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: 2026-09-18-23
DIME Test ID: 2026-09-18-23-2
Testing Lab: CT D09 - Bishop Field Laboratory
Test Method: AASHTO T209-22: Standard Method of Test for Theoretical Maximum Specific Gravity (Gmm) and Density of Asphalt Mixtures (Maximum Specific Gravity)
Test Release Date: 2026-09-22
Test Results
Number of Samples: 1
What is the unit of measurement for theoretical density?: US Units
Mass Determination: Air
Input Type: Measured
Tester's full name: Derek Carrington
Date of test: 09/21/2026
Method Performed: Mechanical Agitation - Method A
Mass of container filled with water 1: 7306.4 grams
Mass of oven-dry sample in air for Sample 1: 2038.3 grams
Mass of container filled with the sample and water for Sample 1: 8520.5 grams
Temperature of Water: 77 °F
Specific Gravity for Sample 1: 2.473
Theoretical maximum density at 25°C (77°F): 153.9 lb/ft^3
General comments (publicly viewable) (Max 1000 characters): PSU-1
Test was verified on 9/22/2026 ✔