Summary for Test 2023-06-16-10-2
Test performed: AASHTO T308-10Project Information
Project Identifiers | Project ID: 215180 DEA: 060Q9204 EFIS: 0614000010 COOP: 061764 |
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DIST-CO-RTE-PM | 06-KER-99-10.4/21.2 |
Award Date | 12/08/2020 |
Closeout Date | Not set |
Work Description | CONSTRUCT CRCP AND HMA (TYPE A) PAVEMENT. |
Location Description | KERN COUNTY IN AND NEAR BAKERSFIELD FROM 0.4 MILE SOUTH OF OLD US 99 OVERCROSSING TO 0.1 MILE NORTH OF WHITE LANE OVERCROSSING |
QA Service Level | 1 (Verified on 09/14/2020) |
Sample Information
Sample Taken Date | 06/16/2023 | Sample Unique Key | 10 |
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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 | 06/16/2023 |
Sample type | Department Acceptance | A brief description of the sample | 3/4 HMA-SP Type A |
The quantity of what the sample constitutes | 940 tons L1SL95 (750 tons) | From where was the sample collected | Source |
First name of sampler or witnessed by | Paul | Last name of sampler or witnessed by | Klinker |
Title of sampler | Materials Tester | Telephone number of sampler | |
Laboratory sample identification | Linked DIME Sample ID | ||
The fabricator/manufacturer/facility name | Griffith Edmonston | Transportation Laboratory (TL) Number | |
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 | 95 | HMA Mix Number |
Test Details
DIME Sample ID: 2023-06-16-10
DIME Test ID: 2023-06-16-10-2
Testing Lab: CT D06 - Bakersfield 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: 2023-06-16
Test Results
What temperature unit is used?: Fahrenheit
Input Type: Measured
Tester's full name: Neale Brown
Date of test: 06/16/2023
Test procedure used?: Method A
Mass of the specimen basket assembly: 3,945.5 g
Mass of the specimen and specimen basket assembly prior to ignition: 6,066.9 g
Mass of HMA Sample prior to ignition: 2,121.4 g
Mass Loss: 107.1 g
Mass of aggregate remaining after ignition: 2,014.3 g
Correction Factor (Percent by mass of HMA Specimen): 0.43 %
Moisture Content: 0.00 %
Temperature Compensation Factor: 0.00 %
Test Temperature: 538 F
Corrected Asphalt Binder Content: 4.62 %
General comments (publicly viewable) (Max 1000 characters): L1SL95
Test File Attachments
File Name | Extension | File Size | Date Uploaded | Test ID | Actions |
---|---|---|---|---|---|
06-0Q9204_37079_230616_L1SL95_T308 | 106.74 KB | 06/16/2023 | 2023-06-16-10-2 | Info |
Test was verified on 6/16/2023 ✔