Summary for Test 2023-08-22-48-1

Test performed: AASHTO T308-10

Project Information

Project IdentifiersProject ID: 994299
DEA: 100Y7804
EFIS: 1016000025
DIST-CO-RTE-PM10-MPA-140-25.3/51.8
Award Date04/04/2023
Closeout DateNot set
Work DescriptionCOLD PLANE EXISTING PAVEMENT AND RESURFACE WITH HMA.
Location DescriptionMARIPOSA COUNTY FROM WHITLOCK ROAD NEAR MIDPINES TO YOSEMITE NATIONAL PARK
QA Service Level1 (Verified on 10/04/2022)

Sample Information

Sample Taken Date08/22/2023 Sample Unique Key48
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 testing08/22/2023
Sample typeQuality Assurance A brief description of the sampleHMA
The quantity of what the sample constitutes4 boxs From where was the sample collectedManufacturer
First name of sampler or witnessed byWesely Last name of sampler or witnessed byGee
Title of samplerLab Technician Telephone number of sampler
Laboratory sample identification23-H-211 Linked DIME Sample ID
The fabricator/manufacturer/facility nameSanta Fe Aggregate Winton Transportation Laboratory (TL) Number042266
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 number1
Sublot number9 HMA Mix Number23J10

Test Details

DIME Sample ID: 2023-08-22-48
DIME Test ID: 2023-08-22-48-1
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: 2023-08-30

Test Results


What temperature unit is used?: Fahrenheit
Input Type: Calculated
Tester's full name: Hans Camenzind
Date of test: 08/30/2023
Test procedure used?: Method A
Mass of HMA Sample prior to ignition: 2109.0 g
Mass Loss: 106.6 g
Correction Factor (Percent by mass of HMA Specimen): 0.11 %
Moisture Content: 0.00 %
Temperature Compensation Factor: 0.14 %
Test Temperature: 538 F
Corrected Asphalt Binder Content: 4.96 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 8/30/2023