Summary for Test 2018-02-03-2-2

Test performed: AASHTO T308-10

Project Information

Project IdentifiersProject ID: 212683
DEA: 032F5504
EFIS: 0313000312
DIST-CO-RTE-PM03-SAC-99-17.5/18.1
Award Date11/02/2017
Closeout Date08/03/2018
Work DescriptionHOT MIX ASPHALT, ROADWAY EXCAVATION, AND ELECTRICAL
Location DescriptionSACRAMENTO COUNTY IN SACRAMENTO FROM MACK ROAD TO ELDER CREEK
QA Service Level1 (Verified on 09/18/2017)

Sample Information

Sample Taken Date02/03/2018 Sample Unique Key2
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 testing02/05/2018
Sample typeVerification A brief description of the sampleJMF
The quantity of what the sample constitutesJMF Verification From where was the sample collectedSource
First name of sampler or witnessed byMike Last name of sampler or witnessed byKocunik
Title of samplerQC Tech Telephone number of sampler916-386-6988
Laboratory sample identificationJMF18-001 Linked DIME Sample IDUnknown
The fabricator/manufacturer/facility nameTeichert Perkins Transportation Laboratory (TL) NumberNone
Inspector Lot Number from the Transportation Laboratory (TL) FormUnknown Structure unique identifierNot set
Structure nameNot set

Material Information

Material TypeHot Mix Asphalt HMA TypeType A HMA
HMA Grading3/4 inch Lot numberNot set
Sublot numberNot set HMA Mix NumberNot set
HMA PayNo

Test Details

DIME Sample ID: 2018-02-03-2
DIME Test ID: 2018-02-03-2-2
Testing Lab: CT D03 - Olivehurst Northern Regional 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: 2018-04-25

Test Results


What temperature unit is used?: Fahrenheit
Input Type: Measured
Tester's full name: Jeff Herbert
Date of test: 04/18/2018
Test procedure used?: Method B
Mass of the specimen basket assembly: no data
Mass of the specimen and specimen basket assembly prior to ignition: no data
Mass of HMA Sample prior to ignition: 2010.4 g
Mass Loss: no data
Mass of aggregate remaining after ignition: 1912.0 g
Correction Factor (Percent by mass of HMA Specimen): 0.41 %
Moisture Content: 0.00 %
Temperature Compensation Factor: no data
Test Temperature: 538 F
Corrected Asphalt Binder Content: 4.48 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 4/18/2018