Summary for Test 2023-09-26-21-2
Test performed: AASHTO T308-10
Warning: The test results shown on this page have been superseded and are invalid.
This information is for reference only.
Please click this
link
to view the corrected test.
Project Information
Project Identifiers | Project ID: 214135 DEA: 09213404 EFIS: 0900000030 |
---|---|
DIST-CO-RTE-PM | 09-INY-395-29.9/41.8 |
Award Date | 10/22/2021 |
Closeout Date | Not set |
Work Description | ROADWAY EXCAVATION, PLACE HMA (TYPE A), AND ALTERNATIVE PIPE CULVERT. |
Location Description | INYO COUNTY NEAR OLANCHA AND CARTAGO FROM 1.4 MILES SOUTH OF LOS ANGELES AQUEDUCT BRIDGE TO 0.2 MILE SOUTH OF ASH CREEK BRIDGE |
QA Service Level | 1 (Verified on 05/03/2019) |
Sample Information
Sample Taken Date | 09/26/2023 | Sample Unique Key | 21 |
---|---|---|---|
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 | 09/27/2023 |
Sample type | Department Acceptance | A brief description of the sample | 3/4" WMA-SP R25 |
The quantity of what the sample constitutes | 1 box HMA | From where was the sample collected | Job Site |
First name of sampler or witnessed by | Jerid | Last name of sampler or witnessed by | Kupelian |
Title of sampler | Telephone number of sampler | ||
Laboratory sample identification | HMA-R30 | Linked DIME Sample ID | |
The fabricator/manufacturer/facility name | Fisher Sand and Gravel | 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 | |
Sublot number | HMA Mix Number |
Test Details
DIME Sample ID: 2023-09-26-21
DIME Test ID: 2023-09-26-21-2
Testing Lab: CT D09 - Bishop 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: 2023-09-28
Test Results
What temperature unit is used?: Celsius
Input Type: Measured
Tester's full name: Colton Carrington
Date of test: 09/27/2023
Test procedure used?: Method A
Mass of the specimen basket assembly: 4243.6 g
Mass of the specimen and specimen basket assembly prior to ignition: 6644.6 g
Mass of HMA Sample prior to ignition: 2401.0 g
Mass Loss: 104.0 g
Mass of aggregate remaining after ignition: 2297.0 g
Correction Factor (Percent by mass of HMA Specimen): 0.17 %
Moisture Content: 0.00 %
Temperature Compensation Factor: 0.00 %
Test Temperature: 538 C
Corrected Asphalt Binder Content: 4.16 %
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 9/28/2023 ✔
Warning: The test results shown on this page have been superseded and are invalid.
This information is for reference only.