Summary for Test 2022-05-09-37-1

Test performed: AASHTO T308-10

Project Information

Project IdentifiersProject ID: 215183
DEA: 101C1704
EFIS: 1014000144
DIST-CO-RTE-PM10-MER-99-R12.7/17.8
Award Date01/22/2021
Closeout DateNot set
Work DescriptionRECONSTRUCT ROADWAY WITH ROADWAY EXCAVATION, PLACE HMA AND CRCP.
Location DescriptionMERCED COUNTY IN MERCED FROM 0.2 MILE SOUTH OF CHILDS AVENUE OVERCROSSING TO 0.2 MILE SOUTH OF FRANKLIN ROAD OVERCROSSING.
QA Service Level1 (Verified on 10/20/2020)

Sample Information

Sample Taken Date05/09/2022 Sample Unique Key37
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 testing05/16/2022
Sample typeQuality Assurance A brief description of the sampleSanta fe Winton
The quantity of what the sample constitutes2box From where was the sample collectedSource
First name of sampler or witnessed byG Last name of sampler or witnessed byMyers
Title of sampler Telephone number of sampler
Laboratory sample identification22-H-26 Linked DIME Sample ID
The fabricator/manufacturer/facility nameSanta Fe Winton Transportation Laboratory (TL) NumberMC220008
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 number6 HMA Mix NumberNot set

Test Details

DIME Sample ID: 2022-05-09-37
DIME Test ID: 2022-05-09-37-1
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: 2023-04-19

Test Results


What temperature unit is used?: Fahrenheit
Input Type: Calculated
Tester's full name: Darrius Shuemake
Date of test: 06/17/2022
Test procedure used?: no data
Mass of HMA Sample prior to ignition: no data
Mass Loss: no data
Correction Factor (Percent by mass of HMA Specimen): 0.26 %
Moisture Content: no data
Temperature Compensation Factor: no data
Test Temperature: no data
Corrected Asphalt Binder Content: 4.87 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 4/19/2023