Test 2021-04-12-53-5 (AASHTO T315-16) Summary

Project Information
Project IdentifiersProject ID: 212501
DEA: 022E4804
EFIS: 0200000586
DIST-CO-RTE-PM02-SIS-96,263-103.1/103.6,56.8/57.2
Work DescriptionBRIDGE REPLACEMENT
Location DescriptionSISKIYOU COUNTY ABOUT 8 MILES NORTH OF YREKA ON ROUTE 96 FROM 0.5 MILE WEST TO 0.2 MILE EAST OF ROUTE 263 AND ON ROUTE 263 FROM 0.3 MILE NORTH OF SHASTA RIVER BRIDGE #02-0014 TO ROUTE 96
Sample Information
Sample Taken Date4/12/2021 Sample Unique Key53
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 testing4/12/2021
Sample typeAcceptance A brief description of the samplePG58-34M
The quantity of what the sample constitutes2 of 2 cans From where was the sample collectedManufacturer
First name of sampler or witnessed byRanday Last name of sampler or witnessed byN/A
Title of samplerCGI Tech Laboratory sample identification
The fabricator/manufacturer/facility nameJF Shea - Fawndale Transportation Laboratory (TL) Numberc897286
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure name
Material Information
Material TypeAsphalt Binder Performance GradePG 58-34 M
ModifiedYes Lot number
Sublot number Tank number
Time of sample HMA SupplierJF Shea - Fawndale
Asphalt Binder SupplierValero Marketing & Supply - Benicia CA MultigradeNo
Multigrade TypeNot set HMA Design ID
Test Details
DIME Sample ID: 2021-04-12-53
DIME Test ID: 2021-04-12-53-5
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: 2021-05-21
Test Results

Phase: PAV residue
Input Type: Measured
Tester's full name: Eva Torres
Date of test: 05/12/2021
Test Plate Diameter: 8 mm
Test Gap: 2 mm
Test Frequency: 10.0 rad/s
Strain Amplitude: 1.00 %
Stress Amplitude: 28.925 kPa
Phase Angle (δ) (for the 10 cycles): 41.2 degree
Complex Modulus (G*) (for the 10 measurements): 2892.606 kPa
Test Temperature (Specimen 1): 16.0 C
(G*) x sin(δ)=: 1905 kPa
General comments (publicly viewable) (Max 1000 characters): PAV

Test was verified on 05/21/2021