Summary for Test 2024-09-09-83-3
Test performed: AASHTO T209-12Project Information
| Project Identifiers | Project ID: 995525 DEA: 024J8304 EFIS: 0223000078 |
|---|---|
| DIST-CO-RTE-PM | 02-MOD-395-34.0/39.9 |
| Award Date | 02/21/2024 |
| Closeout Date | 01/24/2025 |
| Work Description | LINVILLE CREEK OVERLAY - HMA OVERLAY, REPLACE ASPHALT CONCRETE SURFACING AND SHOULDER BACKING. |
| Location Description | MODOC COUNTY NEAR DAVIS CREEK FROM 0.4 MILE SOUTH OF JOSEPH CREEK ROAD TO 1.7 MILES SOUTH OF DAVIS CREEK ROAD |
| QA Service Level | 1 (Verified on 12/29/2023) |
Sample Information
| Sample Taken Date | 09/09/2024 | Sample Unique Key | 83 |
|---|---|---|---|
| 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 | 09/10/2024 |
| Sample type | Production Start-Up | A brief description of the sample | RAP |
| The quantity of what the sample constitutes | 2 Bags | 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 | D79713D | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Hat Creek Fitch Rd | Transportation Laboratory (TL) Number | 858513 |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
| Structure name | Bid Item | Not set |
Material Information
| Material Type | Reclaimed Asphalt Pavement | RAP Source | Hat Creek Construction and Materials, Fitch Rd |
|---|---|---|---|
| Aggregate Size | Aggregate Source | ||
| RAP Stockpile | Stockpile Size (tons) | ||
| Reclaimed Asphalt Pavement Mix Number |
Test Details
DIME Sample ID: 2024-09-09-83
DIME Test ID: 2024-09-09-83-3
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: 2024-09-24
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: 09/24/2024
Method Performed: Mechanical Agitation - Method A
Mass of container filled with water: 7332.3 grams
Mass of oven-dry sample in air for Sample 1: 1864 grams
Mass of container filled with the sample and water for Sample 1: 8450.5 grams
Temperature of Water: 24 °F
Specific Gravity for Sample 1: 2.499
Theoretical maximum density at 25°C (77°F): 2491.8 kg/m^3
General comments (publicly viewable) (Max 1000 characters): Gmmr=2.499
Test was verified on 9/24/2024 ✔
