Summary for Test 2023-08-18-15-2
Test performed: AASHTO T308-10Project Information
Project Identifiers | Project ID: 214892 DEA: 06442554 EFIS: 0612000176 COOP: 061699 |
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DIST-CO-RTE-PM | 06-KER-46-29.7/31.9 |
Award Date | 01/08/2021 |
Closeout Date | Not set |
Work Description | CONVERT 2-LANE TO 4-LANE HMA PAVEMENT AND CONSTRUCT NEW BRIDGE. |
Location Description | KERN COUNTY AT AND NEAR LOST HILLS FROM 0.2 MILE WEST OF CALIFORNIA AQUEDUCT BRIDGE TO 1.4 MILES EAST OF LOST HILLS ROAD |
QA Service Level | 1 (Verified on 06/17/2020) |
Sample Information
Sample Taken Date | 08/18/2023 | Sample Unique Key | 15 |
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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 | 08/18/2023 |
Sample type | Acceptance | A brief description of the sample | 3/4 RHMA-G |
The quantity of what the sample constitutes | L3SL8- 10 RHMA-G | 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 | 6615498281 |
Laboratory sample identification | Linked DIME Sample ID | ||
The fabricator/manufacturer/facility name | Granite Solari | 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 | RHMA-G |
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HMA Grading | 3/4 inch | Lot number | 3 |
Sublot number | 8 | HMA Mix Number |
Test Details
DIME Sample ID: 2023-08-18-15
DIME Test ID: 2023-08-18-15-2
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: 2023-08-18
Test Results
What temperature unit is used?: Fahrenheit
Input Type: Measured
Tester's full name: Neale Brown
Date of test: 08/18/2023
Test procedure used?: Method A
Mass of the specimen basket assembly: 3947.0 g
Mass of the specimen and specimen basket assembly prior to ignition: 5998.8 g
Mass of HMA Sample prior to ignition: 2051.8 g
Mass Loss: 162.2 g
Mass of aggregate remaining after ignition: 1889.6 g
Correction Factor (Percent by mass of HMA Specimen): 0.01 %
Moisture Content: 0.00 %
Temperature Compensation Factor: 0.00 %
Test Temperature: 538 F
Corrected Asphalt Binder Content: 7.90 %
General comments (publicly viewable) (Max 1000 characters): L3SL8
Test File Attachments
File Name | Extension | File Size | Date Uploaded | Test ID | Actions |
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06-442554_37048_230818_L3_SL08 | 103.63 KB | 08/18/2023 | 2023-08-18-15-2 | Info |
Test was verified on 8/18/2023 ✔