Summary for Test 2024-07-22-90-1
Test performed: AASHTO T209-12Project Information
| Project Identifiers | Project ID: 994636 DEA: 022J9604 EFIS: 0221000153 |
|---|---|
| DIST-CO-RTE-PM | 02-SIS-5-VAR |
| Award Date | 05/25/2023 |
| Closeout Date | 01/24/2025 |
| Work Description | PLACE POLYESTER CONCRETE OVERLAY, HMA (TYPE A), & REPLACE JOINT SEALS. |
| Location Description | SISKIYOU COUNTY AT VARIOUS LOCATIONS FROM OAK STREET UNDERCROSSING TO KLAMATH RIVER BRIDGE AND SEPARATION BRIDGE NO. 02-0134R |
| QA Service Level | 1 (Verified on 08/07/2023) |
Sample Information
| Sample Taken Date | 07/22/2024 | Sample Unique Key | 90 |
|---|---|---|---|
| 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 | 07/22/2024 |
| Sample type | Production Start-Up | A brief description of the sample | 16 boxes of Lime Treated 3/4-inch Type A HMA with 20.8% RAP and virgin PG 58-34 M binder from Valero (Benicia, CA) |
| 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 | Giuliano | Last name of sampler or witnessed by | Giuntoli |
| Title of sampler | TET | Telephone number of sampler | |
| Laboratory sample identification | D79652 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | J F Shea Construction Inc - Fawndale Rock and Asphalt - Redding CA | Transportation Laboratory (TL) Number | 858052 |
| 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 | 3/4 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: 2024-07-22-90
DIME Test ID: 2024-07-22-90-1
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: 2024-09-09
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: 07/23/2024
Method Performed: Mechanical Agitation - Method A
Mass of container filled with water: 7333 grams
Mass of oven-dry sample in air for Sample 1: 2546.3 grams
Mass of container filled with the sample and water for Sample 1: 8921.8 grams
Temperature of Water: 25 °F
Specific Gravity for Sample 1: 2.659
Theoretical maximum density at 25°C (77°F): 2651.3 kg/m^3
General comments (publicly viewable) (Max 1000 characters): Gmm=2.659
Test was verified on 9/9/2024 ✔