Summary for Test 2023-09-14-56-1
Test performed: AASHTO T209-22Project Information
| Project Identifiers | Project ID: 215157 DEA: 021H5704 EFIS: 0216000036 |
|---|---|
| DIST-CO-RTE-PM | 02-SHA-299-67.8/77.8 |
| Award Date | 02/09/2023 |
| Closeout Date | 06/11/2024 |
| Work Description | BURNEY CAPM - PAVEMENT REHABILITATION |
| Location Description | BUNCH GRASS LOOKOUT RD TO NAPA LN |
| QA Service Level | 1 (Verified on 09/03/2020) |
Sample Information
| Sample Taken Date | 09/14/2023 | Sample Unique Key | 56 |
|---|---|---|---|
| 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 | 09/14/2023 |
| Sample type | Department Acceptance | A brief description of the sample | 8 boxes of 3/4-inch RHMA-G |
| The quantity of what the sample constitutes | 50000 Tons | From where was the sample collected | Manufacturer |
| First name of sampler or witnessed by | Cindy | Last name of sampler or witnessed by | Bryant |
| Title of sampler | TET | Telephone number of sampler | |
| Laboratory sample identification | D79347 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | JF Shea Fawndale | Transportation Laboratory (TL) Number | 857915 |
| 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 | 3/4 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: 2023-09-14-56
DIME Test ID: 2023-09-14-56-1
Testing Lab: CT D02 - Redding Northern Regional 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: 2023-09-29
Test Results
Number of Samples: 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: 09/14/2023
Method Performed: Mechanical Agitation - Method A
Mass of container filled with water 1: 7335.1 grams
Mass of oven-dry sample in air for Sample 1: 2506.9 grams
Mass of container filled with the sample and water for Sample 1: 8825.5 grams
Temperature of Water: 25 °F
Specific Gravity for Sample 1: 2.466
Theoretical maximum density at 25°C (77°F): 2459 kg/m^3
General comments (publicly viewable) (Max 1000 characters): Gmm=2.466
Test was verified on 9/29/2023 ✔