Test 2021-06-03-31-5 (AASHTO T315-20) Summary

Project Information
Project IdentifiersProject ID: 215424
DEA: 024G4404
EFIS: 0214000013
DIST-CO-RTE-PM02-SIS-3-38.0/38.6
Work DescriptionBRIDGE REPLACEMENT
Location DescriptionSISKIYOU COUNTY ABOUT 6 MILES NORTH OF FORT JONES FROM 0.3 MILE SOUTH TO 0.3 MILE NORTH OF LOWER MOFFETT CREEK ROAD
Sample Information
Sample Taken Date6/3/2021 Sample Unique Key31
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 testing6/17/2021
Sample typeAcceptance A brief description of the sampleASPHALT BINDER
The quantity of what the sample constitutes1 OF 2 CANS From where was the sample collectedSource
First name of sampler or witnessed byD. Last name of sampler or witnessed byOWENS
Title of samplerPEI Laboratory sample identification
The fabricator/manufacturer/facility nameValero-Benicia Asphalt Plant Transportation Laboratory (TL) Number779367
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 number1
Sublot number1 Tank number
Time of sample HMA Supplier
Asphalt Binder SupplierValero Marketing & Supply - Benicia CA MultigradeNo
Multigrade Type HMA Design ID
Test Details
DIME Sample ID: 2021-06-03-31
DIME Test ID: 2021-06-03-31-5
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: 2021-06-23
Test Results

Phase: RTFO residue
Input Type: Measured
Tester's full name: Juan Gomez
Date of test: 06/23/2021
Test Plate Diameter: 25 mm
Test Gap: 1 mm
Test Frequency: 10.0 rad/s
Strain Amplitude: 10.00 %
Stress Amplitude: 0.358 kPa
Phase Angle (δ) (for the 10 cycles): 62.2 degree
Complex Modulus (G*) (for the 10 measurements): 3.583 kPa
Test Temperature (Specimen 1): 64.0 C
Dynamic Shear, G*/sin(δ): 4.05 kPa
General comments (publicly viewable) (Max 1000 characters): +6C, Delta @ 2.2 kPa = 62.9

Test was verified on 06/23/2021