Summary for Test 2023-05-18-11-1

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 Date05/18/2023 Sample Unique Key11
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 testing05/18/2023
Sample typeVerification A brief description of the sample3/4 HMA
The quantity of what the sample constitutes750 Tons From where was the sample collectedSource
First name of sampler or witnessed byKim Last name of sampler or witnessed byJeremy
Title of sampler Telephone number of sampler
Laboratory sample identification23-033 Linked DIME Sample ID
The fabricator/manufacturer/facility nameDesilva Gates-Marysville Transportation Laboratory (TL) Number802827
Inspector Lot Number from the Transportation Laboratory (TL) FormL2SL3 Structure unique identifier
Structure name

Material Information

Material TypeHot Mix Asphalt HMA TypeType A HMA
HMA Grading3/4 inch Lot number2
Sublot number3 HMA Mix NumberMD 6736

Test Details

DIME Sample ID: 2023-05-18-11
DIME Test ID: 2023-05-18-11-1
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: 2023-05-18

Test Results


What temperature unit is used?: Celsius
Input Type: Measured
Tester's full name: KHUE YANG
Date of test: 05/18/2023
Test procedure used?: Method A
Mass of the specimen basket assembly: 4021.5 g
Mass of the specimen and specimen basket assembly prior to ignition: 6121.5 g
Mass of HMA Sample prior to ignition: 2100.0 g
Mass Loss: 115.6 g
Mass of aggregate remaining after ignition: 1984.4 g
Correction Factor (Percent by mass of HMA Specimen): 0.51 %
Moisture Content: 0.00 %
Temperature Compensation Factor: 0.02 %
Test Temperature: 538 C
Corrected Asphalt Binder Content: 4.97 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 5/18/2023