Summary for Test 2021-06-23-53-1
Test performed: AASHTO T308-10Project Information
Project Identifiers | Project ID: 215367 DEA: 021J4904 EFIS: 0220000084 |
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DIST-CO-RTE-PM | 02-TEH-32-14.0/20.0 |
Award Date | 02/02/2021 |
Closeout Date | 04/11/2024 |
Work Description | PLACE HOT MIX ASPHALT (TYPE A). |
Location Description | TEHAMA COUNTY ABOUT 28 MILES EAST OF FOREST RANCH FROM 1.1 MILES EAST OF DEER CREEK BRIDGE NO. 08-0068 TO 0.4 MILE WEST OF SLATE CREEK BRIDGE NO. 08-0154 |
QA Service Level | 1 (Verified on 12/24/2020) |
Sample Information
Sample Taken Date | 06/23/2021 | Sample Unique Key | 53 |
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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 | 06/24/2021 |
Sample type | Verification | A brief description of the sample | 3/8-inch RAP (Combined) for use in 3/8-inch Type A HMA |
The quantity of what the sample constitutes | JMF Verification | From where was the sample collected | Manufacturer |
First name of sampler or witnessed by | Derek | Last name of sampler or witnessed by | Serna |
Title of sampler | Telephone number of sampler | ||
Laboratory sample identification | D78855B | Linked DIME Sample ID | |
The fabricator/manufacturer/facility name | Sierra Cascade Aggregate and Asphalt Products | Transportation Laboratory (TL) Number | 896906 |
Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
Structure name |
Material Information
Material Type | Reclaimed Asphalt Pavement | RAP Source | Sierra Cascade Aggregate and Asphalt Products |
---|---|---|---|
Aggregate Size | 3/8-inch | Aggregate Source | |
RAP Stockpile | Static | Stockpile Size (tons) | |
Reclaimed Asphalt Pavement Mix Number | Not set |
Test Details
DIME Sample ID: 2021-06-23-53
DIME Test ID: 2021-06-23-53-1
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: 2022-02-04
Test Results
What temperature unit is used?: Fahrenheit
Input Type: Measured
Tester's full name: Terry McCormick
Date of test: 06/28/2021
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: 1781.3 g
Mass Loss: no data
Mass of aggregate remaining after ignition: 1665.7 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: 6.49 %
General comments (publicly viewable) (Max 1000 characters): Pbr ≈ 4.95 %
Test was verified on 2/4/2022 ✔