Test 2021-06-02-16-2 (AASHTO T308-10) Summary

Project Information
Project IdentifiersProject ID: 215424
DEA: 024G4404
EFIS: 0214000013
DIST-CO-RTE-PM02-SIS-3-38.0/38.6
Work DescriptionBRIDGE REPLACEMENT
Location DescriptionSISKIYOU COUNTY ABOUT 6 MILES NORTH OF FORT JONES FROM 0.3 MILE SOUTH TO 0.3 MILE NORTH OF LOWER MOFFETT CREEK ROAD
Sample Information
Sample Taken Date6/2/2021 Sample Unique Key16
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 testing6/2/2021
Sample typeAcceptance A brief description of the samplePSE 3/4 HMA 24 RAP PG 58-22 Valero Benecia
The quantity of what the sample constitutes100 Tons From where was the sample collectedManufacturer
First name of sampler or witnessed byD. Last name of sampler or witnessed byOwens
Title of samplerPEI Laboratory sample identificationD78820
The fabricator/manufacturer/facility nameTullis Inc, Northstate Asphalt, Redding CA Transportation Laboratory (TL) Number779362
Inspector Lot Number from the Transportation Laboratory (TL) FormUnknown Structure unique identifier
Structure name
Material Information
Material TypeHot Mix Asphalt HMA TypeType A HMA
HMA Grading3/4 inch Lot numberUnknown
Sublot numberUnknown HMA Design ID
Test Details
DIME Sample ID: 2021-06-02-16
DIME Test ID: 2021-06-02-16-2
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: 2021-08-24
Test Results

Input Type: Calculated
Tester's full name: Terry McCormick
Date of test: 06/03/2021
Correction Factor (Percent by mass of HMA Specimen): 0.73 %
Asphalt Binder Content:4.52 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 08/24/2021