Summary for Test 2024-10-03-100-1
Test performed: AASHTO T209-12Project Information
| Project Identifiers | Project ID: 1000157 DEA: 024J9004 EFIS: 0223000085 |
|---|---|
| DIST-CO-RTE-PM | 02-SIS-161-15.0/17.6 |
| Award Date | 05/15/2024 |
| Closeout Date | 03/24/2025 |
| Work Description | COLD CENTRAL PLANT RECYCLING WITH HMA OVERLAY. |
| Location Description | SISKIYOU COUNTY ABOUT 3.4 MILES WEST OF TULELAKE FROM 0.2 MILE WEST OF SOUTH MERRILL ROAD TO 0.3 MILE EAST OF HILL ROAD |
| QA Service Level | 1 (Verified on 03/18/2024) |
Sample Information
| Sample Taken Date | 10/03/2024 | Sample Unique Key | 100 |
|---|---|---|---|
| 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 | 10/03/2024 |
| Sample type | Production Start-Up | A brief description of the sample | 1/2 HMA Type A |
| The quantity of what the sample constitutes | PSE 16 boxs | From where was the sample collected | Manufacturer |
| First name of sampler or witnessed by | Cindy | Last name of sampler or witnessed by | Bryant |
| Title of sampler | TET | Telephone number of sampler | |
| Laboratory sample identification | D79738 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Hat Creek Construction and Materials - Shaw Pit - Lookout, CA | Transportation Laboratory (TL) Number | 858517 |
| 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 | 1/2 inch | Lot number | |
| 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
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DIME Sample ID: 2024-10-03-100
DIME Test ID: 2024-10-03-100-1
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: 2024-10-22
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 Murphy
Date of test: 10/04/2024
Method Performed: Mechanical Agitation - Method A
Mass of container filled with water: 7332.3 grams
Mass of oven-dry sample in air for Sample 1: 1580.1 grams
Mass of container filled with the sample and water for Sample 1: 8267 grams
Temperature of Water: 77 °F
Specific Gravity for Sample 1: 2.448
Theoretical maximum density at 25°C (77°F): 2440.9 kg/m^3
General comments (publicly viewable) (Max 1000 characters): Gmm=2.448
Test was verified on 10/22/2024 ✔