Summary for Test 2023-10-28-15-1

Test performed: AASHTO T308-10

Project Information

Project IdentifiersProject ID: 993208
DEA: 034F38U4
EFIS: 0321000092
DIST-CO-RTE-PM03-YUB-70-16.2/25.8
Award Date11/04/2021
Closeout DateNot set
Work DescriptionWIDEN SHOULDERS AND IMPROVE CLEAR RECOVERY ZONE.
Location DescriptionYUBA COUNTY NEAR MARYSVILLE FROM 0.2 MILE NORTH OF LAURELLEN ROAD TO SOUTH HONCUT CREEK BRIDGE
QA Service Level1 (Verified on 09/10/2021)

Sample Information

Sample Taken Date10/28/2023 Sample Unique Key15
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 testing10/28/2023
Sample typeQuality Assurance A brief description of the sampleBoxes of Mix
The quantity of what the sample constitutes1/2 HMA-O From where was the sample collectedJob Site
First name of sampler or witnessed byDaniel Last name of sampler or witnessed byCampos
Title of sampler Telephone number of sampler
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameDSG Marysville Transportation Laboratory (TL) Number
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure name

Material Information

Material TypeHot Mix Asphalt HMA TypeOGFC
HMA Grading1/2 inch Lot number
Sublot number HMA Mix Number

Test Details

DIME Sample ID: 2023-10-28-15
DIME Test ID: 2023-10-28-15-1
Testing Lab: CT D03 - Olivehurst Northern Regional 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: 2023-11-02

Test Results


What temperature unit is used?: Celsius
Input Type: Calculated
Tester's full name: Joshua Wilson
Date of test: 11/02/2023
Test procedure used?: Method A
Mass of HMA Sample prior to ignition: 1567.3 g
Mass Loss: 90.3 g
Correction Factor (Percent by mass of HMA Specimen): 0.39 %
Moisture Content: 0.00 %
Temperature Compensation Factor: 0.02 %
Test Temperature: 538 C
Corrected Asphalt Binder Content: 5.37 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 11/2/2023