Test 2020-09-30-19-3 (AASHTO T315-16) Summary

Project Information
Project IdentifiersProject ID: 213583
DEA: 060H2004
EFIS: 0612000157
DIST-CO-RTE-PM06-TUL-201,216-12.5,21.2,18.7
Work DescriptionBRIDGE WIDENING, UPGRADE LANES AND OUTSIDE SHOULDERS.
Location DescriptionTULARE COUNTY NEAR CUTLER ON ROUTE 201 AT SAND CREEK BRIDGE AND AT FRIANT KERN CANAL BRIDGE AND NEAR WOODLAKE ON ROUTE 216 AT KAWEAH RIVER BRIDGE
Sample Information
Sample Taken Date9/30/2020 Sample Unique Key19
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 testing10/8/2020
Sample typeAcceptance A brief description of the sampleAB #1 test
The quantity of what the sample constitutes1 Can From where was the sample collectedSource
First name of sampler or witnessed byM Last name of sampler or witnessed bySWhrivani
Title of samplerte Laboratory sample identification
The fabricator/manufacturer/facility nameVulcan Sanger Transportation Laboratory (TL) Number0357041
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure name
Material Information
Material TypeAsphalt Binder Performance GradePG 70-10
ModifiedNo Lot number
Sublot number HMA Design ID
Test Details
DIME Sample ID: 2020-09-30-19
DIME Test ID: 2020-09-30-19-3
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: 2020-10-09
Test Results

Phase: Original binder
Input Type: Measured
Tester's full name: Doug Ruff
Date of test: 10/09/2020
Test Plate Diameter: 25 mm
Test Temperature: 70.0 C
Test Frequency: 10.0 rad/s
Strain Amplitude: 12.00 %
Stress Amplitude: 0.171 kPa
Complex Modulus (G*) (for the 10 measurements): 1.428 kPa
Phase Angle (δ) (for the 10 cycles): 89.4 degree
Dynamic Shear, G*/sin(δ): 1.43 kPa
General comments (publicly viewable) (Max 250 characters): Per 2018 standard specifications

Test was verified on 10/09/2020