Test 2021-05-11-28-1 (AASHTO T308-10) Summary

Project Information
Project IdentifiersProject ID: 215252
DEA: 021J4704
EFIS: 0220000082
DIST-CO-RTE-PM02-TRI-3-46.7/49.8,63.8/67.704
Work DescriptionHMA OVERLAY, REPLACE AC SURFACING AND SHOULDER BACKING.
Location DescriptionTRINITY COUNTY NEAR TRINITY CENTER FROM 0.7 MILE NORTH OF CEDAR STOCK ROAD TO DIENER MINE VIADUCT AND FROM 2.3 MILES NORTH OF EL DORADO WAY TO COFFEE CREEK BRIDGE NO. 05-0060
Sample Information
Sample Taken Date5/11/2021 Sample Unique Key28
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 testing5/11/2021
Sample typeAcceptance A brief description of the sample3/8-inch RAP (Combined)
The quantity of what the sample constitutesProduction Start-Up Evaluation 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 identificationD78794B
The fabricator/manufacturer/facility nameJ F Shea Construction - Fawndale Rock and Asphalt - Redding, CA Transportation Laboratory (TL) Number768792
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure name
Material Information
Material TypeReclaimed Asphalt Pavement RAP SourceFawndale Rock and Asphalt, Redding, CA
Aggregate Size3/8-inch Aggregate Source
RAP Stockpile Stockpile Size (tons)
HMA Design ID
Test Details
DIME Sample ID: 2021-05-11-28
DIME Test ID: 2021-05-11-28-1
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: 2021-07-09
Test Results

Input Type: Measured
Tester's full name: Terry McCormick
Date of test: 05/13/2021
Test procedure used?: Method A
Mass of HMA prior to ignition: 1666.7 g
Mass of aggregate remaining after ignition: 1563.2 g
Correction Factor (Percent by mass of HMA Specimen): 0 %
Moisture Content: 0.18 %
Test Temperature: 1000 F
Asphalt Binder Content:6.03 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 07/09/2021