Summary for Test 2024-07-31-76-2
Test performed: AASHTO T308-10Project Information
| Project Identifiers | Project ID: 1000090 DEA: 024J9204 EFIS: 0223000087 |
|---|---|
| DIST-CO-RTE-PM | 02-TRI-299-61.0/64.0,70.0/72.2 |
| Award Date | 04/16/2024 |
| Closeout Date | 11/27/2024 |
| Work Description | ASPHALT RUBBER CHIP SEAL WITH REPLACE ASPHALT CONCRETE SURFACING. |
| Location Description | TRINITY COUNTY NEAR DOUGLAS CITY FROM STEEL BRIDGE ROAD TO 1.5 MILES WEST OF GRASS VALLEY CREEK BRIDGE NO 05-0013 AND FROM 2.6 MILES EAST OF TRINITY DAM BOULEVARD TO THE SHASTA COUNTY LINE |
| QA Service Level | 1 (Verified on 03/18/2024) |
Sample Information
| Sample Taken Date | 07/31/2024 | Sample Unique Key | 76 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 07/31/2024 | Sample type | Production Start-Up |
| A brief description of the sample | 1/2-inch Cold feed | The quantity of what the sample constitutes | 1 Bag Coldfeed |
| 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 | D79676B-1 | |
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Tullis Inc. - Northstate Asphalt (Redding CA) | |
| Transportation Laboratory (TL) Number | 858505 | 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 | Tullis, Northstate Asphalt, Redding, CA |
|---|---|---|---|
| Aggregate Size | Aggregate Source | ||
| RAP Stockpile | Stockpile Size (tons) | ||
| Reclaimed Asphalt Pavement Mix Number |
Test Details
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DIME Sample ID: 2024-07-31-76
DIME Test ID: 2024-07-31-76-2
Testing Lab: CT D02 - Redding Northern Regional Laboratory
Test Method: AASHTO T308-10: Standard Method of Test for Determining the Asphalt Binder Content of Hot Mix Asphalt (HMA) by the Ignition Method (Method A) (Asphalt Binder Content)
Test Release Date: 2024-08-20
Test Results
What temperature unit is used?: Celsius
Input Type: Measured
Tester's full name: Sean Mcwithey
Date of test: 08/12/2024
Test procedure used?: Method A
Mass of the specimen basket assembly: 3034.3 g
Mass of the specimen and specimen basket assembly prior to ignition: 4757.8 g
Mass of HMA Sample prior to ignition: 1723.5 g
Mass Loss: 88.5 g
Mass of aggregate remaining after ignition: 1635.0 g
Correction Factor (Percent by mass of HMA Specimen): 0.00 %
Moisture Content: 0.00 %
Temperature Compensation Factor: 0.17 %
Test Temperature: 538 C
Corrected Asphalt Binder Content: 4.96 %
General comments (publicly viewable) (Max 1000 characters): Pbr(uncorrected)=4.96
Test was verified on 8/20/2024 ✔