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 |
|---|---|---|---|
| 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
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: 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 ✔