Summary for Test 2023-10-27-51-2
Test performed: AASHTO T308-10Project Information
Project Identifiers | Project ID: 214336 DEA: 07302404 EFIS: 0713000488 |
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DIST-CO-RTE-PM | 07-VEN-101-37/40 |
Award Date | 11/17/2020 |
Closeout Date | 09/24/2024 |
Work Description | PADRE JUAN REHAB |
Location Description | VEN 101 |
QA Service Level | 1 (Verified on 02/26/2021) |
Sample Information
Sample Taken Date | 10/27/2023 | Sample Unique Key | 51 |
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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 | 11/03/2023 |
Sample type | Department Acceptance | A brief description of the sample | 3/4" RHMA-G 1556 |
The quantity of what the sample constitutes | 750 Tons | From where was the sample collected | Manufacturer |
First name of sampler or witnessed by | Victor | Last name of sampler or witnessed by | Pham |
Title of sampler | TET | Telephone number of sampler | |
Laboratory sample identification | 23-504 | Linked DIME Sample ID | |
The fabricator/manufacturer/facility name | Granite Santa Paula | Transportation Laboratory (TL) Number | 1027C2 |
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 | |
Sublot number | HMA Mix Number | 1556 |
Test Details
DIME Sample ID: 2023-10-27-51
DIME Test ID: 2023-10-27-51-2
Testing Lab: CT D07 - Materials Field Laboratory, Unit 1953
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: 2023-11-03
Test Results
What temperature unit is used?: Celsius
Input Type: Measured
Tester's full name: Chad Chotibhongs
Date of test: 11/03/2023
Test procedure used?: Method A
Mass of the specimen basket assembly: 4027.1 g
Mass of the specimen and specimen basket assembly prior to ignition: 6174.3 g
Mass of HMA Sample prior to ignition: 2147.2 g
Mass Loss: 167.5 g
Mass of aggregate remaining after ignition: 1979.7 g
Correction Factor (Percent by mass of HMA Specimen): 0.05 %
Moisture Content: 0 %
Temperature Compensation Factor: 0 %
Test Temperature: 538 C
Corrected Asphalt Binder Content: 7.75 %
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 11/3/2023 ✔