Summary for Test 2024-08-19-97-2
Test performed: AASHTO T209-22Project Information
| Project Identifiers | Project ID: 1000089 DEA: 024J8904 EFIS: 0223000084 |
|---|---|
| DIST-CO-RTE-PM | 02-TEH-36-6.0/R12.6 |
| Award Date | 04/04/2024 |
| Closeout Date | 01/24/2025 |
| Work Description | RHMA (GAP GRADED) OVERLAY WITH REPLACE ASPHALT CONCRETE SURFACING. |
| Location Description | TEHAMA COUNTY NEAR PLATINA FROM 3.3 MILES WEST OF VESTAL ROAD TO 2.3 MILES EAST OF DRY CREEK BRIDGE |
| QA Service Level | 1 (Verified on 03/18/2024) |
Sample Information
| Sample Taken Date | 08/19/2024 | Sample Unique Key | 97 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 09/09/2024 | Sample type | Production Start-Up |
| A brief description of the sample | RAP | The quantity of what the sample constitutes | 1 Bag RAP |
| From where was the sample collected | Manufacturer | First name of sampler or witnessed by | Josh |
| Last name of sampler or witnessed by | Williams | Title of sampler | QC |
| Telephone number of sampler | Laboratory sample identification | D79707B | |
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Knife River, Orland | |
| Transportation Laboratory (TL) Number | 895205 | 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 | KRC Orland |
|---|---|---|---|
| Aggregate Size | Aggregate Source | ||
| RAP Stockpile | Stockpile Size (tons) | ||
| Reclaimed Asphalt Pavement Mix Number |
Test Details
Test Details QR Code
Scan this code to open this Test Details view on another device.
Sample Details QR Code
Scan this code to open this Sample Details view on another device.
DIME Sample ID: 2024-08-19-97
DIME Test ID: 2024-08-19-97-2
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: 2024-09-19
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: 09/10/2024
Method Performed: Mechanical Agitation - Method A
Mass of container filled with water 1: 7332.3 grams
Mass of oven-dry sample in air for Sample 1: 1772.0 grams
Mass of container filled with the sample and water for Sample 1: 8415.9 grams
Temperature of Water: 0 °F
Specific Gravity for Sample 1: 2.574
Theoretical maximum density at 25°C (77°F): 2567 kg/m^3
General comments (publicly viewable) (Max 1000 characters): Gmmr=2.574
Test was verified on 9/19/2024 ✔