Summary for Test 2023-07-17-70-1
Test performed: AASHTO T308-10Project Information
Project Identifiers | Project ID: 994386 DEA: 023J7404 EFIS: 0222000079 |
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DIST-CO-RTE-PM | 02-LAS-395-92.0/98.5 |
Award Date | 01/04/2023 |
Closeout Date | 04/11/2024 |
Work Description | HMA OVERLAY, REPLACE AC SURFACING AND RECESSED THERMOPLASTIC STRIPE. |
Location Description | LASSEN COUNTY ABOUT 16 MILES SOUTH OF RAVENDALE FROM 0.1 MILE NORTH OF KARLO ROAD TO 1.5 MILES SOUTH OF RAMHORN ROAD |
QA Service Level | 1 (Verified on 03/28/2023) |
Sample Information
Sample Taken Date | 07/17/2023 | Sample Unique Key | 70 |
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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 | 07/18/2023 |
Sample type | Production Start-Up | A brief description of the sample | 2 bags 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 | Randy | Last name of sampler or witnessed by | Bibbens |
Title of sampler | Telephone number of sampler | ||
Laboratory sample identification | D79300B | Linked DIME Sample ID | |
The fabricator/manufacturer/facility name | Hat Creek Construction and Materials - Ward Lake Plant (Litchfield, CA) | Transportation Laboratory (TL) Number | 850961 |
Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
Structure name |
Material Information
Material Type | Reclaimed Asphalt Pavement | RAP Source | Hat Creek Construction and Materials, Ward Lake Plant, Litchfield, CA |
---|---|---|---|
Aggregate Size | 3/8-inch | Aggregate Source | |
RAP Stockpile | Stockpile Size (tons) | ||
Reclaimed Asphalt Pavement Mix Number |
Test Details
DIME Sample ID: 2023-07-17-70
DIME Test ID: 2023-07-17-70-1
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: 2023-12-07
Test Results
What temperature unit is used?: Celsius
Input Type: Measured
Tester's full name: Josh Murphy
Date of test: 07/25/2023
Test procedure used?: Method A
Mass of the specimen basket assembly: 3109.3 g
Mass of the specimen and specimen basket assembly prior to ignition: 5307.2 g
Mass of HMA Sample prior to ignition: 2197.9 g
Mass Loss: 139.1 g
Mass of aggregate remaining after ignition: 2058.8 g
Correction Factor (Percent by mass of HMA Specimen): 0.00 %
Moisture Content: 0.00 %
Temperature Compensation Factor: 0.14 %
Test Temperature: 538 C
Corrected Asphalt Binder Content: 6.19 %
General comments (publicly viewable) (Max 1000 characters): Pbr(uncorrected)≈6.19%
Test was verified on 12/7/2023 ✔