Test 2021-01-20-10-3 (AASHTO T315-16) Summary

Project Information
Project IdentifiersProject ID: 214993
DEA: 051F5004
EFIS: 0514000003
DIST-CO-RTE-PM05-SB-101,135-70.6/71.2;0.1
Work DescriptionCONSTRUCT CONCRETE BRIDGE, BRIDGE REMOVAL, COLD PLANE, PLACE HMA.
Location DescriptionSANTA BARBARA COUNTY AT LOS ALAMOS ON ROUTE 101 FROM 0.3 MILE SOUTH TO 0.3 MILE NORTH OF ROUTE 101/135 SEPARATION AND ON ROUTE 135 AT ROUTE 101/135 SEPARATION
Sample Information
Sample Taken Date1/20/2021 Sample Unique Key10
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 testing1/27/2021
Sample typeAcceptance A brief description of the sampleasphalt binder PG64-10
The quantity of what the sample constitutes1 Can, JMF verification From where was the sample collectedSource
First name of sampler or witnessed byCalportland Last name of sampler or witnessed byCalportland
Title of sampler Laboratory sample identification
The fabricator/manufacturer/facility nameUnknown Transportation Laboratory (TL) Number210120B
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 number
Sublot number Tank number
Time of sample HMA SupplierNot set
Asphalt Binder SupplierNot set MultigradeNot set
HMA Design ID
Test Details
DIME Sample ID: 2021-01-20-10
DIME Test ID: 2021-01-20-10-3
Testing Lab: CT HQ - Sacramento Asphalt Binder Laboratory
Test Method: AASHTO T315-16: Standard Method of Test for Determining the Rheological Properties of Asphalt Binder Using a Dynamic Shear Rheometer (DSR) (Dynamic Shear)
Test Release Date: 2021-02-03
Test Results

Phase: Original binder
Input Type: Measured
Tester's full name: Eva Torres
Date of test: 01/28/2021
Test Plate Diameter: 25 mm
Test Gap: 1 mm
Test Frequency: 10.0 rad/s
Strain Amplitude: 12.00 %
Stress Amplitude: 0.178 kPa
Phase Angle (δ) (for the 10 cycles): 87.5 degree
Complex Modulus (G*) (for the 10 measurements): 1.486 kPa
Test Temperature: 64.0 C
Dynamic Shear, G*/sin(δ): 1.49 kPa
General comments (publicly viewable) (Max 1000 characters): Per 2018 Std Specs ORIG

Test was verified on 02/03/2021