Summary for Test 2023-01-30-43-4

Test performed: AASHTO T308-10

Project Information

Project IdentifiersProject ID: 214395
DEA: 103A7204
EFIS: 1013000259
DIST-CO-RTE-PM10-MER-99-20.1/24.3
Award Date12/12/2019
Closeout Date08/23/2023
Work DescriptionPLACE CRCP AND HMA.
Location DescriptionMERCED COUNTY IN AND NEAR ATWATER FROM 0.4 MILE SOUTH OF BUHACH OVERCROSSING TO 0.8 MILE NORTH OF WEST ATWATER OVERHEAD
QA Service Level1 (Verified on 09/13/2019)

Sample Information

Sample Taken Date01/30/2023 Sample Unique Key43
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 testing02/06/2023
Sample typeQuality Assurance A brief description of the sample3/4 hma
The quantity of what the sample constitutes16 boxs 17lb ea From where was the sample collectedManufacturer
First name of sampler or witnessed byTreven Last name of sampler or witnessed byFulkerson
Title of samplerLab Technician Telephone number of sampler
Laboratory sample identification23-H-003 Linked DIME Sample ID2023-H-01-01
The fabricator/manufacturer/facility nameSanta Fe Winton Transportation Laboratory (TL) Number032229
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure name

Material Information

Material TypeHot Mix Asphalt HMA TypeType A HMA
HMA Grading3/4 inch Lot number2
Sublot number1 HMA Mix Number24

Test Details

DIME Sample ID: 2023-01-30-43
DIME Test ID: 2023-01-30-43-4
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: 02/13/2023
Test procedure used?: Method A
Mass of HMA Sample prior to ignition: 2044.4 g
Mass Loss: 105.0 g
Correction Factor (Percent by mass of HMA Specimen): 0.72 %
Moisture Content: 0.00 %
Temperature Compensation Factor: 0.15 %
Test Temperature: 538 F
Corrected Asphalt Binder Content: 4.83 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 4/19/2023