Summary for Test 2021-04-12-58-1
Test performed: AASHTO T308-10Project Information
Project Identifiers | Project ID: 212501 DEA: 022E4804 EFIS: 0200000586 |
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DIST-CO-RTE-PM | 02-SIS-96,263-103.1/103.6,56.8/57.2 |
Award Date | 12/14/2018 |
Closeout Date | 12/01/2021 |
Work Description | BRIDGE REPLACEMENT |
Location Description | SISKIYOU COUNTY ABOUT 8 MILES NORTH OF YREKA ON ROUTE 96 FROM 0.5 MILE WEST TO 0.2 MILE EAST OF ROUTE 263 AND ON ROUTE 263 FROM 0.3 MILE NORTH OF SHASTA RIVER BRIDGE #02-0014 TO ROUTE 96 |
QA Service Level | 1 (Verified on 06/06/2017) |
Sample Information
Sample Taken Date | 04/12/2021 | Sample Unique Key | 58 |
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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 | 04/12/2021 |
Sample type | Acceptance | A brief description of the sample | 3/8-inch RAP (Combined) |
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 | Randy | Last name of sampler or witnessed by | X |
Title of sampler | CGI | Telephone number of sampler | |
Laboratory sample identification | D78772B | Linked DIME Sample ID | |
The fabricator/manufacturer/facility name | JF Shea Construction, Fawndale Rock and Asphalt, Redding, CA | Transportation Laboratory (TL) Number | 897284 |
Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
Structure name |
Material Information
Material Type | Reclaimed Asphalt Pavement | RAP Source | Fawndale Rock and Asphalt, Redding, CA |
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Aggregate Size | 3/8-inch | Aggregate Source | |
RAP Stockpile | Stockpile Size (tons) | ||
Reclaimed Asphalt Pavement Mix Number | Not set |
Test Details
DIME Sample ID: 2021-04-12-58
DIME Test ID: 2021-04-12-58-1
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: 2021-05-21
Test Results
What temperature unit is used?: Fahrenheit
Input Type: Measured
Tester's full name: Colt Sweeny
Date of test: 04/13/2021
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: 1447.8 g
Mass Loss: no data
Mass of aggregate remaining after ignition: 1362.2 g
Correction Factor (Percent by mass of HMA Specimen): 0.00 %
Moisture Content: 0.21 %
Temperature Compensation Factor: no data
Test Temperature: 1000 F
Corrected Asphalt Binder Content: 5.70 %
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 5/21/2021 ✔