Summary for Test 2022-08-17-44-3
Test performed: AASHTO T209-12Project Information
| Project Identifiers | Project ID: 993697 DEA: 022J4504 |
|---|---|
| DIST-CO-RTE-PM | 02-TEH-36-56.0/R60.5 |
| Award Date | 06/09/2022 |
| Closeout Date | 10/06/2022 |
| Work Description | PLACE HMA (TYPE A) AND REPLACE AC SURFACING. |
| Location Description | TEHAMA COUNTY ABOUT 13 MILES EAST OF RED BLUFF FROM 0.7 MILE EAST OF MANTON ROAD TO 2.4 MILES EAST OF PAYNES CREEK BRIDGE |
| QA Service Level | 1 (Verified on 04/05/2022) |
Sample Information
| Sample Taken Date | 08/17/2022 | Sample Unique Key | 44 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 08/17/2022 | Sample type | Department Acceptance |
| A brief description of the sample | 1 bag of Fine RAP (3/8-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 | JD |
| Last name of sampler or witnessed by | Atkinson | Title of sampler | |
| Telephone number of sampler | Laboratory sample identification | D79131B | |
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Knife River Construction – Orland Plant (Orland, CA) | |
| Transportation Laboratory (TL) Number | 857907 | 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 | 3/8-inch | Aggregate Source | |
| RAP Stockpile | Stockpile Size (tons) | ||
| Reclaimed Asphalt Pavement Mix Number | Not set |
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: 2022-08-17-44
DIME Test ID: 2022-08-17-44-3
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: 2022-08-22
Test Results
Number of tests: 1
What is the unit of measurement for theoretical density?: US Units
Mass Determination: Air
Input Type: Measured
Tester's full name: Karen Rios Dorado and K. Yang
Date of test: 08/18/2022
Method Performed: Mechanical Agitation - Method A
Mass of container filled with water: 7335.8 grams
Mass of oven-dry sample in air for Sample 1: 1564.5 grams
Mass of container filled with the sample and water for Sample 1: 8300 grams
Temperature of Water: 77 °F
Specific Gravity for Sample 1: 2.606
Theoretical maximum density at 25°C (77°F): 162.2 lb/ft^3
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 8/22/2022 ✔