Summary for Test 2024-04-22-110-3
Test performed: AASHTO T209-12Project Information
| Project Identifiers | Project ID: 995054 DEA: 024H0204 EFIS: 0218000069 |
|---|---|
| DIST-CO-RTE-PM | 02-TEH-36-20.0/39.7 |
| Award Date | 10/23/2023 |
| Closeout Date | 07/03/2025 |
| Work Description | PLACE RHMA AND HMA, CORRECT SEGMENTS, AND REPLACE AC SURFACING. |
| Location Description | TEHAMA COUNTY NEAR RED BLUFF FROM 0.8 MILE EAST OF SALT CREEK BRIDGE TO BAKER ROAD |
| QA Service Level | 1 (Verified on 08/14/2023) |
Sample Information
| Sample Taken Date | 04/22/2024 | Sample Unique Key | 110 |
|---|---|---|---|
| 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 | 04/23/2024 |
| Sample type | Production Start-Up | A brief description of the sample | 2 bags of Combined RAP (1/2-inch) |
| 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 | D. | Last name of sampler or witnessed by | Owen |
| Title of sampler | PEI | Telephone number of sampler | |
| Laboratory sample identification | D79470B | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Tullis — Northstate Asphalt (Redding, CA) | Transportation Laboratory (TL) Number | 858485 |
| 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 | Northstate Asphalt |
|---|---|---|---|
| Aggregate Size | 1/2-inch | Aggregate Source | |
| RAP Stockpile | Stockpile Size (tons) | ||
| Reclaimed Asphalt Pavement Mix Number |
Test Details
DIME Sample ID: 2024-04-22-110
DIME Test ID: 2024-04-22-110-3
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: 2024-05-30
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: 04/29/2024
Method Performed: Mechanical Agitation - Method A
Mass of container filled with water: 7334.2 grams
Mass of oven-dry sample in air for Sample 1: 1785.1 grams
Mass of container filled with the sample and water for Sample 1: 8419.2 grams
Temperature of Water: 76 °F
Specific Gravity for Sample 1: 2.55
Theoretical maximum density at 25°C (77°F): 2542.6 kg/m^3
General comments (publicly viewable) (Max 1000 characters): Gmmr=2.550,
Gser≈2.727
Test was verified on 5/30/2024 ✔
