Summary for Test 2023-07-10-70-2
Test performed: AASHTO T209-12Project Information
| Project Identifiers | Project ID: 994544 DEA: 023J8204 EFIS: 0222000087 |
|---|---|
| DIST-CO-RTE-PM | 02-SIS-5-R19.0/R25.3 |
| Award Date | 05/11/2023 |
| Closeout Date | 04/11/2024 |
| Work Description | COLD PLANE AC PAVEMENT AND PLACE RUBBERIZED HMA (GAP GRADED). |
| Location Description | SISKIYOU COUNTY IN AND NEAR WEED FROM 0.1 MILE SOUTH OF ROUTE 97 TO 0.1 MILE NORTH OF NORTH EDGEWOOD OVERHEAD |
| QA Service Level | 1 (Verified on 08/07/2023) |
Sample Information
| Sample Taken Date | 07/10/2023 | Sample Unique Key | 70 |
|---|---|---|---|
| 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 | 07/10/2023 |
| Sample type | Production Start-Up | A brief description of the sample | 16 boxes of Lime Treated 1/2-inch RHMA-G (PG 64-16 CR) with virgin PG 64-16 from Valero (Benicia) |
| 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 | Randy | Last name of sampler or witnessed by | Bibbens |
| Title of sampler | CGI | Telephone number of sampler | |
| Laboratory sample identification | D79288 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | J.F. Shea Construction - Fawndale Rock and Asphalt (Redding, CA) | Transportation Laboratory (TL) Number | 897596 |
| 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 | JMF351320237 | |
| 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: 2023-07-10-70
DIME Test ID: 2023-07-10-70-2
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: 2023-11-02
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: Colt Sweeny
Date of test: 07/10/2023
Method Performed: Mechanical Agitation - Method A
Mass of container filled with water: 7335.7 grams
Mass of oven-dry sample in air for Sample 1: 1508.6 grams
Mass of container filled with the sample and water for Sample 1: 8239.1 grams
Temperature of Water: 76 °F
Specific Gravity for Sample 1: 2.493
Theoretical maximum density at 25°C (77°F): 2485.8 kg/m^3
General comments (publicly viewable) (Max 1000 characters): Gmm=2.493
Test was verified on 11/2/2023 ✔