Summary for Test 2024-09-09-76-2

Test performed: AASHTO T308-10

Project Information

Project IdentifiersProject ID: 994696
DEA: 100Y7704
EFIS: 1015000008
DIST-CO-RTE-PM10-MPA-140-12.0/22.1
Award Date07/11/2023
Closeout DateNot set
Work DescriptionREPLACE AC SURFACING, PLACE HMA AND RHMA, AND BRIDGE REPAIR.
Location DescriptionMARIPOSA COUNTY NEAR MARIPOSA FROM 1.3 MILES EAST OF CATHEYS VALLEY PARK TO 0.1 MILE NORTH OF ROUTE 49
QA Service Level1 (Verified on 05/09/2023)

Sample Information

Sample Taken Date09/09/2024 Sample Unique Key76
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 testing09/13/2024
Sample typeQuality Assurance A brief description of the sample3/4 HMA
The quantity of what the sample constitutes4 boxes From where was the sample collectedManufacturer
First name of sampler or witnessed byTimothy Last name of sampler or witnessed byTrefz
Title of samplerMREA Telephone number of sampler
Laboratory sample identification24-H-117 Linked DIME Sample ID
The fabricator/manufacturer/facility nameGeorge Reed - Table Mountain Plant Transportation Laboratory (TL) Number0Y77116
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 number16 HMA Mix Number24J003

Test Details

DIME Sample ID: 2024-09-09-76
DIME Test ID: 2024-09-09-76-2
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: 2024-09-19

Test Results


What temperature unit is used?: Celsius
Input Type: Calculated
Tester's full name: Hans Camenzind
Date of test: 09/17/2024
Test procedure used?: Method A
Mass of HMA Sample prior to ignition: 2040 g
Mass Loss: 118.8 g
Correction Factor (Percent by mass of HMA Specimen): 0.4 %
Moisture Content: 0 %
Temperature Compensation Factor: 0.15 %
Test Temperature: 538 C
Corrected Asphalt Binder Content: 5.28 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 9/19/2024