Test 2020-02-14-30-2 (AASHTO T315-12) Summary

Project Information
Project IdentifiersProject ID: 214520
DEA: 051H9804
EFIS: 0517000043
DIST-CO-RTE-PM05-SB-101-78.4/79.0
Work DescriptionROADWAY EXCAVATION, PLACE AGGREGATE BASE, HMA AND RHMA-G.
Location DescriptionSANTA BARBARA COUNTY NEAR SANTA MARIA FROM 0.3 MILE SOUTH TO 0.3 MILE NORTH OF SOLOMON SUMMIT UNDERCROSSING
Sample Information
Sample Taken Date2/14/2020 Sample Unique Key30
Will the laboratory/organization for which you are a member perform testing on this material sample?No Date that the sample was received by the laboratory/organization performing the testingNot set
Sample typeQuality Control A brief description of the samplePG 64-10
The quantity of what the sample constitutes4 Gallons From where was the sample collectedOther
First name of sampler or witnessed byDaniel Last name of sampler or witnessed byOrtega
Title of sampler Laboratory sample identification
The fabricator/manufacturer/facility nameWorld Oil Transportation Laboratory (TL) Number
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure name
Material Information
Material TypeAsphalt Binder Performance GradePG 64-10
ModifiedNo Lot numberNot set
Sublot numberNot set HMA Design ID JMF3512-2020-174-D2381F915
Test Details
DIME Sample ID: 2020-02-14-30
DIME Test ID: 2020-02-14-30-2
Testing Lab: CalPortland
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: 2020-04-03
Test Results

Input Type: Calculated
Tester's full name: Bob Staugaard
Date of test: 01/30/2019
Phase: RTFO residue
Phase Angle (δ) (for the 10 cycles): 84.5 degree
Dynamic Shear, G*/sin(δ):3.08 kPa
(G*) x sin(δ)=:3 kPa
General comments (publicly viewable) (Max 250 characters):

Test was verified on 04/03/2020