Summary for Test 2021-06-21-69-1
Test performed: AASHTO T308-10Project Information
| Project Identifiers | Project ID: 212245 DEA: 024F8604 EFIS: 0213000043 |
|---|---|
| DIST-CO-RTE-PM | 02-TRI-36-26.7/27.1 |
| Award Date | 11/02/2018 |
| Closeout Date | 05/23/2022 |
| Work Description | ROADWAY REALIGNMENT AND NEW BRIDGE CONSTRUCTION |
| Location Description | TRINITY COUNTY ABOUT 9 MILES EAST OF FOREST GLEN FROM 0.6 MILE WEST TO 0.1 MILE WEST OF ROUTE 3 |
| QA Service Level | 1 (Verified on 03/21/2017) |
Sample Information
| Sample Taken Date | 06/21/2021 | Sample Unique Key | 69 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 06/21/2021 | Sample type | Department Acceptance |
| A brief description of the sample | 1 bag of combined RAP (3/8-inch) for use in 3/4-inch Type A HMA | 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 | Unknown |
| Last name of sampler or witnessed by | Unknown | Title of sampler | |
| Telephone number of sampler | Laboratory sample identification | D78851B | |
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | JF Shea Construction - Fawndale Rock and Asphalt - Redding, CA | |
| Transportation Laboratory (TL) Number | 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 | Fawndale Rock and Asphalt, Redding, CA |
|---|---|---|---|
| Aggregate Size | 3/8-inch | Aggregate Source | |
| RAP Stockpile | Stockpile Size (tons) | ||
| Reclaimed Asphalt Pavement Mix Number | Not set |
Test Details
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DIME Sample ID: 2021-06-21-69
DIME Test ID: 2021-06-21-69-1
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: 2022-01-25
Test Results
What temperature unit is used?: Fahrenheit
Input Type: Measured
Tester's full name: Terry McCormick
Date of test: 06/23/2021
Test procedure used?: Method A
Mass of the specimen basket assembly: no data
Mass of the specimen and specimen basket assembly prior to ignition: no data
Mass of HMA Sample prior to ignition: 1648.6 g
Mass Loss: no data
Mass of aggregate remaining after ignition: 1542.8 g
Correction Factor (Percent by mass of HMA Specimen): 0.00 %
Moisture Content: 0.00 %
Temperature Compensation Factor: no data
Test Temperature: 1000 F
Corrected Asphalt Binder Content: 6.42 %
General comments (publicly viewable) (Max 1000 characters): Pbr ≈ 5.67%
Test was verified on 1/25/2022 ✔