Summary for Test 2025-02-27-22-1
Test performed: AASHTO T209-22Project Information
| Project Identifiers | Project ID: 994443 DEA: 053307C4 EFIS: 0514000028 |
|---|---|
| DIST-CO-RTE-PM | 05-SLO-41,46-44.5/45.3,54.0/57.8 |
| Award Date | 02/27/2023 |
| Closeout Date | Not set |
| Work Description | Wye Segment - Route 41/46 Separation |
| Location Description | Not set |
| QA Service Level | 1 (Verified on 12/16/2022) |
Sample Information
| Sample Taken Date | 02/27/2025 | Sample Unique Key | 22 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 03/06/2025 | Sample type | Acceptance |
| A brief description of the sample | 2 HMA core | The quantity of what the sample constitutes | 417 tons |
| From where was the sample collected | Job Site | First name of sampler or witnessed by | Tristan |
| Last name of sampler or witnessed by | Netherton | Title of sampler | SPM QC |
| Telephone number of sampler | Laboratory sample identification | ||
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Papich Construction | |
| Transportation Laboratory (TL) Number | 250227-L4SL1 | 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 | RHMA-G |
|---|---|---|---|
| HMA Grading | 3/4 inch | Lot number | 4 |
| Sublot number | 1 | HMA Mix Number | 39AC34GGASA |
| 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: 2025-02-27-22
DIME Test ID: 2025-02-27-22-1
Testing Lab: CT D05 - Whitley Gardens 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: 2025-03-11
Test Results
Number of Samples: 1
What is the unit of measurement for theoretical density?: US Units
Mass Determination: Water
Input Type: Measured
Tester's full name: Kyle Engen
Date of test: 02/28/2025
Method Performed: Mechanical Agitation - Method A
Mass of oven-dry sample in air for Sample 1: 2529.9 grams
Mass of container submerged in water for Sample 1: 1391.8 grams
Mass of the sample and container in water for Sample 1: 2851.1 grams
Temperature of Water: 77 °F
Specific Gravity for Sample 1: 2.363
Theoretical maximum density at 25°C (77°F): 147.1 lb/ft^3
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 3/11/2025 ✔