Summary for Test 2024-09-19-81-1
Test performed: AASHTO T209-22Project Information
| Project Identifiers | Project ID: 66667 DEA: JMFPP EFIS: 0019000043 |
|---|---|
| DIST-CO-RTE-PM | 59--- |
| Award Date | Not set |
| Closeout Date | Not set |
| Work Description | Special project for submitting Sample information for JMF Prequalification Program. |
| Location Description | Not set |
| QA Service Level | NOT VERIFIED |
Sample Information
| Sample Taken Date | 09/19/2024 | Sample Unique Key | 81 |
|---|---|---|---|
| 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 | 09/19/2024 |
| Sample type | Verification | A brief description of the sample | 1/2" RHMA-G |
| The quantity of what the sample constitutes | 24 BOXES OF RHMA | From where was the sample collected | Supplier |
| First name of sampler or witnessed by | James | Last name of sampler or witnessed by | Brewster |
| Title of sampler | MREA | Telephone number of sampler | 9169064487 |
| Laboratory sample identification | 024-064 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Granite Bradshaw Plant | 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 | RHMA-G |
|---|---|---|---|
| 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: 2024-09-19-81
DIME Test ID: 2024-09-19-81-1
Testing Lab: CT HQ - Sacramento Hot Mix Asphalt 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: 2024-10-16
Test Results
Number of Samples: 2
What is the unit of measurement for theoretical density?: SI Units
Mass Determination: Water
Input Type: Measured
Tester's full name: Glenn Bradley
Date of test: 10/16/2024
Method Performed: no data
Mass of oven-dry sample in air for Sample 1: 1579.0 grams
Mass of container submerged in water for Sample 1: 1344.2 grams
Mass of the sample and container in water for Sample 1: 2285.3 grams
Mass of oven-dry sample in air for Sample 2: 1609.4 grams
Mass of container submerged in water for Sample 2: 1344.2 grams
Mass of the sample and container in water for Sample 2: 2300.5 grams
Temperature of Water: 77 °F
Specific Gravity for Sample 1: 2.475
Specific Gravity for Sample 2: 2.464
Average Specific Gravity: 2.470
Theoretical maximum density at 25°C (77°F): 2463 kg/m^3
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 10/16/2024 ✔