Summary for Test 2023-04-27-63-1
Test performed: AASHTO T308-10Project Information
Project Identifiers | Project ID: 994779 DEA: 034J1504 EFIS: 0323000124 |
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DIST-CO-RTE-PM | 03-SAC-99-5/8.300000000000001 |
Award Date | Not set |
Closeout Date | Not set |
Work Description | Not set |
Location Description | Not set |
QA Service Level | NOT VERIFIED |
Sample Information
Sample Taken Date | 04/27/2023 | Sample Unique Key | 63 |
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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 | 05/01/2023 |
Sample type | Verification | A brief description of the sample | 3/4 HMA-SP Type A |
The quantity of what the sample constitutes | 750 Tons | From where was the sample collected | Source |
First name of sampler or witnessed by | Damel | Last name of sampler or witnessed by | Gonzalez |
Title of sampler | Lab Technician | Telephone number of sampler | |
Laboratory sample identification | 23-017 | Linked DIME Sample ID | |
The fabricator/manufacturer/facility name | Granite Bradshaw | Transportation Laboratory (TL) Number | 875261 |
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 | |
Sublot number | HMA Mix Number | 1465 |
Test Details
DIME Sample ID: 2023-04-27-63
DIME Test ID: 2023-04-27-63-1
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: 2023-05-16
Test Results
What temperature unit is used?: Celsius
Input Type: Measured
Tester's full name: Khue Yang
Date of test: 05/01/2023
Test procedure used?: Method A
Mass of the specimen basket assembly: 4036.7 g
Mass of the specimen and specimen basket assembly prior to ignition: 6247.0 g
Mass of HMA Sample prior to ignition: 2210.3 g
Mass Loss: 113.8 g
Mass of aggregate remaining after ignition: 2096.5 g
Correction Factor (Percent by mass of HMA Specimen): 0.35 %
Moisture Content: 0.00 %
Temperature Compensation Factor: 0.02 %
Test Temperature: 538 C
Corrected Asphalt Binder Content: 4.78 %
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 5/16/2023 ✔