Test 2021-04-19-38-1 (AASHTO T308-10) Summary

Project Information
Project IdentifiersProject ID: 212496
DEA: 024E4504
EFIS: 0200020286
DIST-CO-RTE-PM02-LAS,MOD-139,299-VAR
Work DescriptionPLACE HMA, REPLACE DRAINAGE, CULVERT, ELECTRICAL AND LIGHTING SYSTEMS.
Location DescriptionLASSEN AND MODOC COUNTIES ON ROUTE 139 AT 0.1 MILE NORTH OF LASSEN COUNTY LINE AND ON ROUTE 299 AT VARIOUS LOCATONS FROM 0.4 MILE WEST OF BOYD HILL LOOKOUT ROAD TO 0.6 MILE EAST OF COUNTY ROAD 87
Sample Information
Sample Taken Date4/19/2021 Sample Unique Key38
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 testing4/20/2021
Sample typeVerification A brief description of the sampleFine RAP
The quantity of what the sample constitutesJMF Verification From where was the sample collectedManufacturer
First name of sampler or witnessed byCindy Last name of sampler or witnessed byBryant
Title of sampler Laboratory sample identificationD78781B
The fabricator/manufacturer/facility nameHat Creek Construction and Materials - Shaw Pit Facility - Lookout, CA Transportation Laboratory (TL) Number037265
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure name
Material Information
Material TypeReclaimed Asphalt Pavement RAP SourceHat Creek Construction and Materials, Shaw Pit Facility, Lookout, CA
Aggregate Size3/8-inch Aggregate Source
RAP Stockpile Stockpile Size (tons)
JMF Verification ID JMF3513-2021-60
Test Details
DIME Sample ID: 2021-04-19-38
DIME Test ID: 2021-04-19-38-1
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: 2021-06-11
Test Results

Input Type: Measured
Tester's full name: Dennis Hickey
Date of test: 04/21/2021
Test procedure used?: Method A
Mass of HMA prior to ignition: 1782.7 g
Mass of aggregate remaining after ignition: 1657 g
Correction Factor (Percent by mass of HMA Specimen): 0 %
Moisture Content: 0.17 %
Test Temperature: 1000 F
Asphalt Binder Content:6.88 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 06/11/2021