Summary for Test 2023-09-21-53-5
Test performed: AASHTO T209-12Project Information
| Project Identifiers | Project ID: 993192 DEA: 024H4404 EFIS: 0218000119 |
|---|---|
| DIST-CO-RTE-PM | 02-PLU-70-0.0/29.9 |
| Award Date | 02/10/2022 |
| Closeout Date | 05/15/2024 |
| Work Description | CONSTRUCT SOLDIER PILE RETAINING WALL, REPAIR RSP AND HMA PAVING. |
| Location Description | PLUMAS COUNTY AT VARIOUS LOCATIONS FROM BUTTE COUNTY LINE TO 3.1 MILES WEST OF ROUTE 89 |
| QA Service Level | 1 (Verified on 08/23/2021) |
Sample Information
| Sample Taken Date | 09/21/2023 | Sample Unique Key | 53 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 09/22/2023 | Sample type | Production Start-Up |
| A brief description of the sample | 16 boxes of Lime Treated 1/2-inch Type A HMA (PG 64-28 M) with 15.0% RAP and virgin binder from Marathon PNAC (Fernley, NV) | 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 | Dawn |
| Last name of sampler or witnessed by | Sloaterman | Title of sampler | TET |
| Telephone number of sampler | Laboratory sample identification | D79356 | |
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Q&D Construction - Mustang Hot Plant (Sparks, NV) | |
| Transportation Laboratory (TL) Number | 823626 | 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: 2023-09-21-53
DIME Test ID: 2023-09-21-53-5
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: 2023-10-05
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 and Dennis Hickey
Date of test: 09/22/2023
Method Performed: Mechanical Agitation - Method A
Mass of container filled with water: 7335.1 grams
Mass of oven-dry sample in air for Sample 1: 1600.4 grams
Mass of container filled with the sample and water for Sample 1: 8296.3 grams
Temperature of Water: 24 °F
Specific Gravity for Sample 1: 2.504
Theoretical maximum density at 25°C (77°F): 2496.7 kg/m^3
General comments (publicly viewable) (Max 1000 characters): Gmm=2.504
Test was verified on 10/5/2023 ✔