Summary for Test 2023-11-09-55-2
Test performed: AASHTO T308-10Project Information
Project Identifiers | Project ID: 993208 DEA: 034F38U4 EFIS: 0321000092 |
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DIST-CO-RTE-PM | 03-YUB-70-16.2/25.8 |
Award Date | 11/04/2021 |
Closeout Date | Not set |
Work Description | WIDEN SHOULDERS AND IMPROVE CLEAR RECOVERY ZONE. |
Location Description | YUBA COUNTY NEAR MARYSVILLE FROM 0.2 MILE NORTH OF LAURELLEN ROAD TO SOUTH HONCUT CREEK BRIDGE |
QA Service Level | 1 (Verified on 09/10/2021) |
Sample Information
Sample Taken Date | 11/09/2023 | Sample Unique Key | 55 |
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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 | 11/09/2023 |
Sample type | Quality Assurance | A brief description of the sample | 3/4" HMA-A |
The quantity of what the sample constitutes | 750 | From where was the sample collected | Source |
First name of sampler or witnessed by | Brad | Last name of sampler or witnessed by | McKeehan |
Title of sampler | Telephone number of sampler | ||
Laboratory sample identification | 23-275 | Linked DIME Sample ID | |
The fabricator/manufacturer/facility name | KRC Orland | Transportation Laboratory (TL) Number | 803744 |
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 |
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HMA Grading | 3/4 inch | Lot number | 1 |
Sublot number | 7 | HMA Mix Number | OR 22771000P |
Test Details
DIME Sample ID: 2023-11-09-55
DIME Test ID: 2023-11-09-55-2
Testing Lab: CT D03 - Olivehurst 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: 2023-11-15
Test Results
What temperature unit is used?: Celsius
Input Type: Measured
Tester's full name: KHUE YANG
Date of test: 11/09/2023
Test procedure used?: Method A
Mass of the specimen basket assembly: 4037.9 g
Mass of the specimen and specimen basket assembly prior to ignition: 6205.4 g
Mass of HMA Sample prior to ignition: 2167.5 g
Mass Loss: 124.6 g
Mass of aggregate remaining after ignition: 2042.9 g
Correction Factor (Percent by mass of HMA Specimen): 0.79 %
Moisture Content: 0.00 %
Temperature Compensation Factor: 0.00 %
Test Temperature: 538 C
Corrected Asphalt Binder Content: 4.96 %
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 11/15/2023 ✔