Summary for Test 2024-08-19-24-1
Test performed: AASHTO T209-22Project Information
| Project Identifiers | Project ID: 1000165 DEA: 09392504 EFIS: 0923000029 |
|---|---|
| DIST-CO-RTE-PM | 09-INY-395-R17.2/25.8 |
| Award Date | 06/26/2024 |
| Closeout Date | 12/02/2024 |
| Work Description | HOT MIX ASPHALT (TYPE A), SHOULDER BACKING, & STRIPING. |
| Location Description | INYO COUNTY ABOUT 9 MILES SOUTH OF OLANCHA FROM 0.8 MILE SOUTH OF SYKES ROAD TO 0.3 MILE NORTH OF HAIWEE CANYON ROAD |
| QA Service Level | 1 (Verified on 03/18/2024) |
Sample Information
| Sample Taken Date | 08/19/2024 | Sample Unique Key | 24 |
|---|---|---|---|
| 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 | 08/20/2024 |
| Sample type | Verification | A brief description of the sample | 1/2" HMA |
| The quantity of what the sample constitutes | 12 boxes | From where was the sample collected | Source |
| First name of sampler or witnessed by | Josh | Last name of sampler or witnessed by | Hubartt |
| Title of sampler | TET | Telephone number of sampler | |
| Laboratory sample identification | PSU1 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Solari plant Granite Arvin | 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 | 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: 2024-08-19-24
DIME Test ID: 2024-08-19-24-1
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: 2024-08-22
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: 08/21/2024
Method Performed: Mechanical Agitation - Method A
Mass of container filled with water 1: 7310.5 grams
Mass of oven-dry sample in air for Sample 1: 1993.9 grams
Mass of container filled with the sample and water for Sample 1: 8505.4 grams
Temperature of Water: 77.3 °F
Specific Gravity for Sample 1: 2.495
Theoretical maximum density at 25°C (77°F): 155.3 lb/ft^3
General comments (publicly viewable) (Max 1000 characters): PSE-01 1/2"
Test was verified on 8/22/2024 ✔