Summary for Test 2024-05-08-36-1
Test performed: AASHTO T308-10Project Information
Project Identifiers | Project ID: 995482 DEA: 112T36U4 EFIS: 1122000243 |
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DIST-CO-RTE-PM | 11-SD-5-37.4-52.6 |
Award Date | 10/20/2023 |
Closeout Date | Not set |
Work Description | I-5 NCC SEGMENT 4C |
Location Description | I-5 in San Diego County at Various Locations from Lomas Santa Fe Drive Undercrossing to 0.2 Mile North of Oceanside Undercrossing |
QA Service Level | 1 (Verified on 11/20/2023) |
Sample Information
Sample Taken Date | 05/08/2024 | Sample Unique Key | 36 |
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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 | 05/09/2024 |
Sample type | Quality Assurance | A brief description of the sample | HMA-A |
The quantity of what the sample constitutes | 12 boxes | From where was the sample collected | Supplier |
First name of sampler or witnessed by | Jesse | Last name of sampler or witnessed by | Fuentes |
Title of sampler | Telephone number of sampler | ||
Laboratory sample identification | 0601-JMFV | Linked DIME Sample ID | |
The fabricator/manufacturer/facility name | Vulcan CC | 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 |
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HMA Grading | 3/4 inch | Lot number | |
Sublot number | HMA Mix Number | 220817 CC SJR CV |
Test Details
DIME Sample ID: 2024-05-08-36
DIME Test ID: 2024-05-08-36-1
Testing Lab: CT D11 - District 11 Materials 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: 2024-05-22
Test Results
What temperature unit is used?: Fahrenheit
Input Type: Measured
Tester's full name: Shawn Rivers
Date of test: 05/10/2024
Test procedure used?: Method A
Mass of the specimen basket assembly: 4014.0 g
Mass of the specimen and specimen basket assembly prior to ignition: 6065.2 g
Mass of HMA Sample prior to ignition: 2051.2 g
Mass Loss: 117.1 g
Mass of aggregate remaining after ignition: 1934.1 g
Correction Factor (Percent by mass of HMA Specimen): 0.59 %
Moisture Content: 0.00 %
Temperature Compensation Factor: 0.00 %
Test Temperature: 538 F
Corrected Asphalt Binder Content: 5.12 %
General comments (publicly viewable) (Max 1000 characters): Complies Target - 5.0
Test was verified on 5/22/2024 ✔