Summary for Test 2025-04-17-68-3
Test performed: AASHTO T209-12Project Information
| Project Identifiers | Project ID: 1001208 DEA: 022K6204 EFIS: 0225000120 |
|---|---|
| DIST-CO-RTE-PM | 02-SIS-96-46.6/46.6 |
| Award Date | 02/28/2025 |
| Closeout Date | 07/14/2025 |
| Work Description | Siskiyou 96 Potential Landslide DO Storm Damage |
| Location Description | IN SISKIYOU COUNTY NEAR HAPPY CAMP AT 2.3 MILES EAST OF GORDONS FERRY ROAD |
| QA Service Level | 1 (Verified on 04/22/2025) |
Sample Information
| Sample Taken Date | 04/17/2025 | Sample Unique Key | 68 |
|---|---|---|---|
| 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 | 04/17/2025 |
| Sample type | Production Start-Up | A brief description of the sample | 16 boxes of Lime Treated 3/4-inch Type A HMA (eq. PG 64-16) |
| The quantity of what the sample constitutes | Production Start-Up Evaluation | From where was the sample collected | Manufacturer |
| First name of sampler or witnessed by | Giuliano | Last name of sampler or witnessed by | Giuntoli |
| Title of sampler | Tester | Telephone number of sampler | |
| Laboratory sample identification | D79857 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | J.F. Shea Construction — Fawndale Rock and Asphalt (Redding, CA) | Transportation Laboratory (TL) Number | 823563 |
| 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 | HMA Mix Number | ||
| 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: 2025-04-17-68
DIME Test ID: 2025-04-17-68-3
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: 2025-04-29
Test Results
Number of tests: 1
What is the unit of measurement for theoretical density?: SI Units
Mass Determination: Air
Input Type: Measured
Tester's full name: Josh Ferency
Date of test: 04/17/2025
Method Performed: Mechanical Agitation - Method A
Mass of container filled with water: 7332.2 grams
Mass of oven-dry sample in air for Sample 1: 2558.4 grams
Mass of container filled with the sample and water for Sample 1: 8908.7 grams
Temperature of Water: 77 °F
Specific Gravity for Sample 1: 2.606
Theoretical maximum density at 25°C (77°F): 2598.4 kg/m^3
General comments (publicly viewable) (Max 1000 characters): Gmm=2.606
Test was verified on 4/29/2025 ✔