Summary for Test 2023-07-12-5-2

Test performed: AASHTO T308-10

Project Information

Project IdentifiersProject ID: 215744
DEA: 033H93U4
EFIS: 0321000091
DIST-CO-RTE-PM03-YUB,BUT-70-25.5/25.8,0.0/3.8
Award Date07/15/2021
Closeout DateNot set
Work DescriptionWIDEN ROADWAY & SHOULDER, ADD TURN LANES & CONSTRUCT BRIDGE.
Location DescriptionYUBA AND BUTTE COUNTIES ABOUT 11 MILES NORTH OF MARYSVILLE FROM 0.8 MILE NORTH OF CHANDLER ROAD TO 0.2 MILE SOUTH OF EAST GRIDLEY ROAD
QA Service Level1 (Verified on 05/20/2021)

Sample Information

Sample Taken Date07/12/2023 Sample Unique Key5
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 testing07/12/2023
Sample typeQuality Assurance A brief description of the sampleL6S9
The quantity of what the sample constitutes750 Tons From where was the sample collectedSupplier
First name of sampler or witnessed byJeff Last name of sampler or witnessed byMcKeehan
Title of sampler Telephone number of sampler7602771918
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameTeichert Materials Hallwood Transportation Laboratory (TL) Number803101
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 number6
Sublot number9 HMA Mix Number22008

Test Details

DIME Sample ID: 2023-07-12-5
DIME Test ID: 2023-07-12-5-2
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: 2023-07-13

Test Results


What temperature unit is used?: Celsius
Input Type: Measured
Tester's full name: KHUE YANG
Date of test: 07/13/2023
Test procedure used?: Method A
Mass of the specimen basket assembly: 3942.4 g
Mass of the specimen and specimen basket assembly prior to ignition: 6094.3 g
Mass of HMA Sample prior to ignition: 2151.9 g
Mass Loss: 116.5 g
Mass of aggregate remaining after ignition: 2035.4 g
Correction Factor (Percent by mass of HMA Specimen): 0.51 %
Moisture Content: 0.00 %
Temperature Compensation Factor: 0.00 %
Test Temperature: 538 C
Corrected Asphalt Binder Content: 4.90 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 7/13/2023