Summary for Test 2024-05-13-62-1

Test performed: AASHTO T308-10

Project Information

Project IdentifiersProject ID: 214579
DEA: 010B0904
EFIS: 0100020444
DIST-CO-RTE-PM01-DN-101-8.2/8.7
Award Date04/21/2020
Closeout DateNot set
Work DescriptionPanther Creek & Hunter Creek Bridges
Location DescriptionDEL NORTE COUNTY NEAR KLAMATH AT PANTHER CREEK BRIDGE AND AT HUNTER CREEK BRIDGE
QA Service Level1 (Verified on 03/02/2020)

Sample Information

Sample Taken Date05/13/2024 Sample Unique Key62
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 testing05/14/2024
Sample typeDepartment Acceptance A brief description of the sample1/2" HMA-A PG 64-16
The quantity of what the sample constitutes1 day of paving From where was the sample collectedJob Site
First name of sampler or witnessed byJason Last name of sampler or witnessed byHuett
Title of samplerTET Telephone number of sampler
Laboratory sample identification24-069 Linked DIME Sample ID
The fabricator/manufacturer/facility nameMercer Fraser Boyd Road Transportation Laboratory (TL) Number637131
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 Grading1/2 inch Lot number
Sublot number HMA Mix Number

Test Details

DIME Sample ID: 2024-05-13-62
DIME Test ID: 2024-05-13-62-1
Testing Lab: CT D01 - District 1 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: 2024-05-16

Test Results


What temperature unit is used?: Celsius
Input Type: Calculated
Tester's full name: Jamie Kelley
Date of test: 05/11/2024
Test procedure used?: Method A
Mass of HMA Sample prior to ignition: 1720.8 g
Mass Loss: 104.5 g
Correction Factor (Percent by mass of HMA Specimen): 0.84 %
Moisture Content: 0.00 %
Temperature Compensation Factor: 0.00 %
Test Temperature: 482 C
Corrected Asphalt Binder Content: 5.23 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 5/16/2024