Summary for Test 2023-02-01-29-4
Test performed: AASHTO T308-10Project Information
Project Identifiers | Project ID: 993124 DEA: 101F1704 EFIS: 1016000032 |
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DIST-CO-RTE-PM | 10-SJ-26,99-1.1,19.3 |
Award Date | 09/07/2021 |
Closeout Date | 08/30/2023 |
Work Description | REMOVE AND REPLACE BRIDGE. |
Location Description | SAN JOAQUIN COUNTY NEAR STOCKTON AT ROUTE 26/99 SEPARATION |
QA Service Level | 1 (Verified on 07/23/2021) |
Sample Information
Sample Taken Date | 02/01/2023 | Sample Unique Key | 29 |
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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 | 02/06/2023 |
Sample type | Quality Assurance | A brief description of the sample | 1/2 HMA-A |
The quantity of what the sample constitutes | 16 boxs 17lb ea | From where was the sample collected | Manufacturer |
First name of sampler or witnessed by | Treven | Last name of sampler or witnessed by | Fulkerson |
Title of sampler | Lab Technician | Telephone number of sampler | |
Laboratory sample identification | 23-H-009 | Linked DIME Sample ID | |
The fabricator/manufacturer/facility name | Teichert Vernalis | Transportation Laboratory (TL) Number | 032235 |
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 | 1/2 inch | Lot number | 2 |
Sublot number | 1 | HMA Mix Number | 22 004 |
Test Details
DIME Sample ID: 2023-02-01-29
DIME Test ID: 2023-02-01-29-4
Testing Lab: CT D10 - District 10 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: 2023-04-19
Test Results
What temperature unit is used?: Fahrenheit
Input Type: Calculated
Tester's full name: Darrius Shuemake
Date of test: 02/10/2023
Test procedure used?: Method A
Mass of HMA Sample prior to ignition: 1540.0 g
Mass Loss: 105.1 g
Correction Factor (Percent by mass of HMA Specimen): 0.77 %
Moisture Content: 0.00 %
Temperature Compensation Factor: 0.19 %
Test Temperature: 538 F
Corrected Asphalt Binder Content: 5.86 %
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 4/19/2023 ✔