Summary for Test 2023-09-27-55-1
Test performed: AASHTO T209-12Project Information
| Project Identifiers | Project ID: 995105 DEA: 023J8104 EFIS: 0222000086 |
|---|---|
| DIST-CO-RTE-PM | 02-SIS-3-0.408/7.1 |
| Award Date | 03/17/2023 |
| Closeout Date | 04/11/2024 |
| Work Description | Scott Mountain Overlay |
| Location Description | Not set |
| QA Service Level | 1 (Verified on 08/24/2023) |
Sample Information
| Sample Taken Date | 09/27/2023 | Sample Unique Key | 55 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 09/27/2023 | Sample type | Production Start-Up |
| A brief description of the sample | 16 boxes of Lime Treated 3/8-inch Type A HMA with 24.0% RAP and virgin PG 58-34 M binder from Valero (Benicia, CA) | The quantity of what the sample constitutes | Production Start-Up Evaluation/JMF Verification |
| From where was the sample collected | Manufacturer | First name of sampler or witnessed by | Joe |
| Last name of sampler or witnessed by | Delgado | Title of sampler | Consultant |
| Telephone number of sampler | Laboratory sample identification | D79363 | |
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Tullis - Northstate Asphalt (Redding, CA) | |
| Transportation Laboratory (TL) Number | 824451 | 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 | 3/8 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: 2023-09-27-55
DIME Test ID: 2023-09-27-55-1
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: 2023-10-16
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: 09/28/2023
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: 1500.6 grams
Mass of container filled with the sample and water for Sample 1: 8228.6 grams
Temperature of Water: 24 °F
Specific Gravity for Sample 1: 2.472
Theoretical maximum density at 25°C (77°F): 2464.8 kg/m^3
General comments (publicly viewable) (Max 1000 characters): Gmm=2.472
Test was verified on 10/16/2023 ✔