Summary for Test 2023-01-31-28-2
Test performed: AASHTO T308-10Project Information
Project Identifiers | Project ID: 215183 DEA: 101C1704 EFIS: 1014000144 |
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DIST-CO-RTE-PM | 10-MER-99-R12.7/17.8 |
Award Date | 01/22/2021 |
Closeout Date | Not set |
Work Description | RECONSTRUCT ROADWAY WITH ROADWAY EXCAVATION, PLACE HMA AND CRCP. |
Location Description | MERCED COUNTY IN MERCED FROM 0.2 MILE SOUTH OF CHILDS AVENUE OVERCROSSING TO 0.2 MILE SOUTH OF FRANKLIN ROAD OVERCROSSING. |
QA Service Level | 1 (Verified on 10/20/2020) |
Sample Information
Sample Taken Date | 01/31/2023 | Sample Unique Key | 28 |
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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 | 01/31/2023 |
Sample type | Quality Assurance | A brief description of the sample | 3/4 hma |
The quantity of what the sample constitutes | 4 boxes | From where was the sample collected | Manufacturer |
First name of sampler or witnessed by | Rodolfo | Last name of sampler or witnessed by | Contreras |
Title of sampler | Lab Technician | Telephone number of sampler | |
Laboratory sample identification | 23-h-005 | Linked DIME Sample ID | |
The fabricator/manufacturer/facility name | Santa Fe Aggregate Winton | Transportation Laboratory (TL) Number | |
Inspector Lot Number from the Transportation Laboratory (TL) Form | 039392 | 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 | 6 |
Sublot number | 3 | HMA Mix Number | 22 24 |
Test Details
DIME Sample ID: 2023-01-31-28
DIME Test ID: 2023-01-31-28-2
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: Hans Camenzind
Date of test: 02/13/2023
Test procedure used?: Method A
Mass of HMA Sample prior to ignition: 2008.0 g
Mass Loss: 106.1 g
Correction Factor (Percent by mass of HMA Specimen): 0.26 %
Moisture Content: 0.00 %
Temperature Compensation Factor: 0.15 %
Test Temperature: 538 F
Corrected Asphalt Binder Content: 4.87 %
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 4/19/2023 ✔