Summary for Test 2023-02-10-51-2
Test performed: AASHTO T308-10Project Information
Project Identifiers | Project ID: 215486 DEA: 040A0204 EFIS: 0400000129 |
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DIST-CO-RTE-PM | 04-SON-1-15-15.7 |
Award Date | Not set |
Closeout Date | Not set |
Work Description | Construct roadway and bridge with structural concrete and CIDH piling |
Location Description | District-County-Route-Post Mile: 04-Son-1-R15.0/R15.7 |
QA Service Level | 1 (Verified on 04/08/2022) |
Sample Information
Sample Taken Date | 02/10/2023 | Sample Unique Key | 51 |
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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 | 02/10/2023 |
Sample type | Quality Assurance | A brief description of the sample | 3/4 HMA |
The quantity of what the sample constitutes | 2 boxes | From where was the sample collected | Job Site |
First name of sampler or witnessed by | Cody | Last name of sampler or witnessed by | Brown |
Title of sampler | Inspector | Telephone number of sampler | |
Laboratory sample identification | Linked DIME Sample ID | ||
The fabricator/manufacturer/facility name | BoDean Santa Rosa | Transportation Laboratory (TL) Number | 101339 |
Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
Structure name |
Material Information
Material Type | Hot Mix Asphalt | HMA Type | Type A HMA |
---|---|---|---|
HMA Grading | 3/4 inch | Lot number | 1 |
Sublot number | 2 | HMA Mix Number | D04 JMF 22 011 |
Test Details
DIME Sample ID: 2023-02-10-51
DIME Test ID: 2023-02-10-51-2
Testing Lab: CT D04 - Petaluma Field 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: 2023-03-23
Test Results
What temperature unit is used?: Fahrenheit
Input Type: Measured
Tester's full name: Anthony Valdez
Date of test: 02/13/2023
Test procedure used?: Method A
Mass of the specimen basket assembly: 3070.2 g
Mass of the specimen and specimen basket assembly prior to ignition: 5104.1 g
Mass of HMA Sample prior to ignition: 2033.9 g
Mass Loss: 126.1 g
Mass of aggregate remaining after ignition: 1907.8 g
Correction Factor (Percent by mass of HMA Specimen): 0.88 %
Moisture Content: 0.00 %
Temperature Compensation Factor: 0.15 %
Test Temperature: 900 F
Corrected Asphalt Binder Content: 5.17 %
General comments (publicly viewable) (Max 1000 characters): lot 1 sublot 2 of 3/4" HMA with RAP from Bodean plant.
Test was verified on 3/23/2023 ✔