Test 2019-01-29-18-1 (AASHTO T308-10) Summary

Project Information
Project IdentifiersProject ID: 99999
DEA: 0322222
DIST-CO-RTE-PM03-SAC,OMG-888,99,80-0.6-0.6
Work DescriptionTHIS PROJECT RECORD WAS ADDED FOR DIME TESTERS - DATA SUBMITTED FOR THIS PROJECT SHOULD NOT BE USED FOR ANY OTHER PURPOSES.
Location DescriptionTHIS PROJECT RECORD WAS ADDED FOR DIME TESTERS - DATA SUBMITTED FOR THIS PROJECT SHOULD NOT BE USED FOR ANY OTHER PURPOSES.
Sample Information
Sample Taken Date1/29/2019 Sample Unique Key18
Will the laboratory/organization for which you are a member perform testing on this material sample?No Date that the sample was received by the laboratory/organization performing the testingNot set
Sample typeQuality Control A brief description of the sampleRAP Sample
The quantity of what the sample constitutes1 bag From where was the sample collectedSource
First name of sampler or witnessed byAdam Last name of sampler or witnessed byZeither
Title of sampler Laboratory sample identification
The fabricator/manufacturer/facility nameVulcan Pleasanton Transportation Laboratory (TL) Number
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure name
Material Information
Material TypeReclaimed Asphalt Pavement RAP SourceVulcan materials
Aggregate Size Aggregate Source
RAP Stockpile Stockpile Size (tons)
HMA Design ID JMF3512-2020-164-320819
Test Details
DIME Sample ID: 2019-01-29-18
DIME Test ID: 2019-01-29-18-1
Testing Lab: CT HQ - Sacramento Aggregate Testing 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: 2020-03-09
Test Results

Input Type: Calculated
Tester's full name: Ryan Kester
Date of test: 03/09/2020
Test procedure used?: Method A
Mass of HMA prior to ignition: 1590.4 g
Mass of aggregate remaining after ignition: 1515.2 g
Correction Factor (Percent by mass of HMA Specimen): 1.07 %
Moisture Content: no data
Test Temperature: 538 F
Asphalt Binder Content:5.42 %
General comments (publicly viewable) (Max 250 characters):

Test was verified on 03/09/2020