Summary for Test 2021-06-03-20-2

Test performed: AASHTO T308-10

Project Information

Project IdentifiersProject ID: 215245
DEA: 021J4504
EFIS: 0220000080
DIST-CO-RTE-PM02-SIS-89-14.0/19.0
Award Date12/08/2020
Closeout Date09/27/2021
Work DescriptionPLACE HMA (TYPE A).
Location DescriptionSISKIYOU COUNTY ABOUT 6 MILES NORTH OF BARTLE FROM 0.4 MILE NORTH OF EDISON CREEK ACCESS ROAD TO 2.0 MILES SOUTH OF MUD CREEK BRIDGE
QA Service Level1 (Verified on 10/23/2020)

Sample Information

Sample Taken Date06/03/2021 Sample Unique Key20
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 testing06/04/2021
Sample typeAcceptance A brief description of the sampleLime Treated 3/8-inch Type A HMA (eq. PG 64-28 M) with 25 RAP and virgin PG 58-34 M from Valero - Benicia
The quantity of what the sample constitutes750 Tons From where was the sample collectedJob Site
First name of sampler or witnessed byJohn Last name of sampler or witnessed byCarmichael
Title of samplerConsultant Telephone number of sampler
Laboratory sample identificationD78830 Linked DIME Sample ID
The fabricator/manufacturer/facility nameJF Shea Construction - Fawndale Rock and Asphalt - Redding Transportation Laboratory (TL) Number779368
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 Grading3/8 inch Lot numberUnknown
Sublot numberUnknown HMA Design ID

Test Details

DIME Sample ID: 2021-06-03-20
DIME Test ID: 2021-06-03-20-2
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: 2021-10-29

Test Results


Input Type: Measured
Tester's full name: Terry McCormick
Date of test: 06/07/2021
Test procedure used?: Method A
Mass of HMA prior to ignition: 1320 g
Mass of aggregate remaining after ignition: 1241.4 g
Correction Factor (Percent by mass of HMA Specimen): 0.4 %
Moisture Content: 0 %
Test Temperature: 1000 F
Asphalt Binder Content:5.55 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 10/29/2021