Summary for Test 2019-03-07-18-2

Test performed: AASHTO T315-12

Project Information

Project IdentifiersProject ID: 212816
DEA: 020H6304
EFIS: 0215000063
DIST-CO-RTE-PM02-LAS-139-6.2/7.3
Award Date06/29/2018
Closeout Date12/04/2019
Work DescriptionROADWAY EXCAVATION, AGGREGATE BASE, HOT MIX ASPHALT, GUARDRAIL
Location DescriptionLASSEN COUNTY ABOUT 6 MILES NORTH OF SUSANVILLE FROM 1.0 MILE SOUTH TO 0.1 MILE SOUTH OF ANTELOPE RADIO STREET
QA Service Level1 (Verified on 01/17/2018)

Sample Information

Sample Taken Date03/07/2019 Sample Unique Key18
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 testing03/07/2019
Sample typeQuality Control A brief description of the sampleModified Asphalt Binder
The quantity of what the sample constitutesMix Design From where was the sample collectedSource
First name of sampler or witnessed byKRC Last name of sampler or witnessed byKRC
Title of sampler Telephone number of sampler
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameValero - Benicia, CA Transportation Laboratory (TL) Number
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifierNot set
Structure nameNot set

Material Information

Material TypeAsphalt Binder Performance GradePG 64-28 M
ModifiedYes Lot numberNot set
Sublot numberNot set Tank numberNot set
Time of sampleNot set HMA SupplierNot set
Certified Asphalt SupplierNot set MultigradeNot set
Multigrade TypeNot set Asphalt Binder Mix NumberNot set

Test Details

DIME Sample ID: 2019-03-07-18
DIME Test ID: 2019-03-07-18-2
Testing Lab: CT D02 - Redding Northern Regional Laboratory
Test Method: AASHTO T315-12: Standard Method of Test for Determining the Rheological Properties of Asphalt Binder Using a Dynamic Shear Rheometer (DSR) (Dynamic Shear)
Test Release Date: 2019-04-10

Test Results


Input Type: Calculated
Tester's full name: KRC
Date of test: 03/07/2019
Phase: RTFO residue
Phase Angle (δ) (for the 10 cycles): 40.0 degree
Dynamic Shear, G*/sin(δ): 3.84 kPa
(G*) x sin(δ)=: no data
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 4/10/2019