Summary for Test 2023-09-28-8-4
Test performed: AASHTO T308-10Project Information
Project Identifiers | Project ID: 995146 DEA: 061G1104 EFIS: 0623000147 |
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DIST-CO-RTE-PM | 06-KIN-43-10.2/18.2 |
Award Date | Not set |
Closeout Date | 05/16/2024 |
Work Description | Modifying signal and lighting systems. |
Location Description | In Kings County near Hanford from 0.2 mile south of Kansas Avenue to route 43/198 separation. |
QA Service Level | 1 (Verified on 09/13/2023) |
Sample Information
Sample Taken Date | 09/28/2023 | Sample Unique Key | 8 |
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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 | 09/28/2023 |
Sample type | Quality Assurance | A brief description of the sample | 1/2" RHMA-G |
The quantity of what the sample constitutes | 1550 TONS | From where was the sample collected | Manufacturer |
First name of sampler or witnessed by | Arthur | Last name of sampler or witnessed by | Mills |
Title of sampler | Consultant | Telephone number of sampler | 8033087727 |
Laboratory sample identification | Linked DIME Sample ID | ||
The fabricator/manufacturer/facility name | SPM AVENAL | 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 | 1/2 inch | Lot number | 2 |
Sublot number | 11 | HMA Mix Number |
Test Details
DIME Sample ID: 2023-09-28-8
DIME Test ID: 2023-09-28-8-4
Testing Lab: CT D06 - Millbrook 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: 2023-09-29
Test Results
What temperature unit is used?: Celsius
Input Type: Measured
Tester's full name: Tomas Silva
Date of test: 09/29/2023
Test procedure used?: Method A
Mass of the specimen basket assembly: 2854.4 g
Mass of the specimen and specimen basket assembly prior to ignition: 4430.3 g
Mass of HMA Sample prior to ignition: 1575.9 g
Mass Loss: 133.1 g
Mass of aggregate remaining after ignition: 1442.8 g
Correction Factor (Percent by mass of HMA Specimen): 0.79 %
Moisture Content: 0 %
Temperature Compensation Factor: 0.19 %
Test Temperature: 538 C
Corrected Asphalt Binder Content: 7.47 %
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 9/29/2023 ✔