Test 2020-04-03-6-1 (AASHTO T308-10) Summary

Project Information
Project IdentifiersProject ID: 211235
DEA: 054482U4
EFIS: 0500000543
DIST-CO-RTE-PM05-SB-101-2.2/3.3
Work DescriptionBUILD AND RECONSTRUCT BRIDGES, CONSTRUCT RAMPS AND FRONTAGE ROAD.
Location DescriptionSANTA BARBARA COUNTY IN CARPINTERIA FROM 0.2 MILE SOUTH OF CARPINTERIA CREEK BRIDGE TO FRANKLIN CREEK BRIDGE
Sample Information
Sample Taken Date4/3/2020 Sample Unique Key6
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 testing4/6/2020
Sample typeAcceptance A brief description of the sample3/4" HMA-A w/25% RAP & LSM
The quantity of what the sample constitutes1-box From where was the sample collectedSource
First name of sampler or witnessed byDarren Last name of sampler or witnessed byLaChaine
Title of sampler Laboratory sample identification20-A-008
The fabricator/manufacturer/facility nameVulcan Saticoy Transportation Laboratory (TL) Number833462
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 numberUnknown
Sublot numberUnknown HMA Design ID
Test Details
DIME Sample ID: 2020-04-03-6
DIME Test ID: 2020-04-03-6-1
Testing Lab: CT D05 - Field 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 (Asphalt Binder Content)
Test Release Date: 2020-04-08
Test Results

Input Type: Calculated
Tester's full name: Eric Atkins
Date of test: 04/08/2020
Correction Factor (Percent by mass of HMA Specimen): 0.11 %
Asphalt Binder Content:4.75 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 04/08/2020