Test 2021-07-19-36-6 (AASHTO T315-20) Summary

Project Information
Project IdentifiersProject ID: 213469
DEA: 024C40V4
EFIS: 0218000125
DIST-CO-RTE-PM02-SHA-5-R3.8/R11.7
Work DescriptionWIDEN TO 6 LANES, BRIDGE REPLACEMENT AND WIDENING AND ROADWAY REHAB
Location DescriptionSHASTA COUNTY IN AND NEAR ANDERSON FROM ROUTE 5/273 SEPARATION TO 0.4 MILE SOUTH OF CHURN CREEK ROAD OVERCROSSING
Sample Information
Sample Taken Date7/19/2021 Sample Unique Key36
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 testing7/30/2021
Sample typeAcceptance A brief description of the samplePG58-22
The quantity of what the sample constitutes1 of 1 can From where was the sample collectedManufacturer
First name of sampler or witnessed byJD Last name of sampler or witnessed byAtkinson
Title of samplerField Tech Laboratory sample identification
The fabricator/manufacturer/facility nameJF Shea - Fawndale Transportation Laboratory (TL) Numberc858987
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure name
Material Information
Material TypeAsphalt Binder Performance GradePG 58-22
ModifiedNo Lot number1
Sublot number4 Tank number
Time of sample HMA SupplierJF Shea - Fawndale
Asphalt Binder SupplierValero Marketing & Supply - Benicia CA MultigradeNo
Multigrade Type HMA Design ID
Test Details
DIME Sample ID: 2021-07-19-36
DIME Test ID: 2021-07-19-36-6
Testing Lab: CT HQ - Sacramento Asphalt Binder Laboratory
Test Method: AASHTO T315-20: Standard Method of Test for Determining the Rheological Properties of Asphalt Binder Using a Dynamic Shear Rheometer (DSR) (Dynamic Shear)
Test Release Date: 2021-08-10
Test Results

Phase: Original binder
Input Type: Measured
Tester's full name: Eva Torres
Date of test: 08/03/2021
Test Plate Diameter: 25 mm
Test Gap: 1 mm
Test Frequency: 10.0 rad/s
Strain Amplitude: 12.00 %
Stress Amplitude: 0.187 kPa
Phase Angle (δ) (for the 10 cycles): 85.8 degree
Complex Modulus (G*) (for the 10 measurements): 1.560 kPa
Test Temperature (Specimen 1): 58.0 C
Dynamic Shear, G*/sin(δ): 1.56 kPa
General comments (publicly viewable) (Max 1000 characters): Per 2018 Standard Specifications ORIG

Test was verified on 08/10/2021