Test 2021-06-03-19-1 (AASHTO T308-10) Summary

Project Information
Project IdentifiersProject ID: 215245
DEA: 021J4504
EFIS: 0220000080
DIST-CO-RTE-PM02-SIS-89-14.0/19.0
Work DescriptionPLACE HMA (TYPE A).
Location DescriptionSISKIYOU COUNTY ABOUT 6 MILES NORTH OF BARTLE FROM 0.4 MILE NORTH OF EDISON CREEK ACCESS ROAD TO 2.0 MILES SOUTH OF MUD CREEK BRIDGE
Sample Information
Sample Taken Date6/3/2021 Sample Unique Key19
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 testing6/3/2021
Sample typeAcceptance A brief description of the sampleTreated 3/8-inch Type A HMA (eq. PG 64-28 M) with 25.0% RAP and virgin PG 58-34 M from Valero – Benicia
The quantity of what the sample constitutes750 tons or paving on 2021-06-03 From where was the sample collectedJob Site
First name of sampler or witnessed byDanny Last name of sampler or witnessed byHansen
Title of samplerConsultant Laboratory sample identificationD78827
The fabricator/manufacturer/facility nameJF Shea Construction - Fawndale Rock and Asphalt - Redding, CA Transportation Laboratory (TL) Number815551
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 Grading3/8 inch Lot number
Sublot number HMA Design ID
Test Details
DIME Sample ID: 2021-06-03-19
DIME Test ID: 2021-06-03-19-1
Testing Lab: CT D02 - North Region Materials Lab
Test Method: AASHTO T308-10: Standard Method of Test for Determining the Asphalt Binder Content of Hot Mix Asphalt (HMA) by the Ignition Method (Asphalt Binder Content)
Test Release Date: 2021-09-03
Test Results

Input Type: Calculated
Tester's full name: Terry McCormick
Date of test: 06/04/2021
Correction Factor (Percent by mass of HMA Specimen): 0 %
Asphalt Binder Content:5.73 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 09/03/2021