Test 2021-07-27-22-6 (AASHTO T315-20) Summary

Project Information
Project IdentifiersProject ID: 214190
DEA: 024G41U4
EFIS: 0218000047
DIST-CO-RTE-PM02-SIS,SIS-5-Var
Work DescriptionREPLACE REINFORCED CONCRETE BRIDGES & CONSTRUCT RETAINING WALL.
Location DescriptionSHASTA AND SISKIYOU COUNTIES ABOUT 7 MILES NORTH OF POLLARD FLAT FROM 0.8 MILE SOUTH TO 0.7 MILE NORTH OF SIMS ROAD UNDERCROSSING AND FROM 0.6 MILE SOUTH OF CASTLE CRAGS DRIVE UNDERCROSSING TO 0.2 MILE SOUTH OF SOUTH DUNSMUIR UNDERCROSSING
Sample Information
Sample Taken Date7/27/2021 Sample Unique Key22
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 testing8/3/2021
Sample typeAcceptance A brief description of the samplePG 58-34M
The quantity of what the sample constitutes1 OF 2 Cans From where was the sample collectedSource
First name of sampler or witnessed byRandy Last name of sampler or witnessed byBibbins
Title of samplerCGI Laboratory sample identification
The fabricator/manufacturer/facility nameValero Benicia Transportation Laboratory (TL) Number990947
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 Supplier
Asphalt Binder SupplierValero Marketing & Supply - Benicia CA MultigradeNo
Multigrade Type HMA Design ID
Test Details
DIME Sample ID: 2021-07-27-22
DIME Test ID: 2021-07-27-22-6
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: 2021-08-12
Test Results

Phase: RTFO residue
Input Type: Measured
Tester's full name: Eva Torres
Date of test: 08/10/2021
Test Plate Diameter: 25 mm
Test Gap: 1 mm
Test Frequency: 10.0 rad/s
Strain Amplitude: 10.00 %
Stress Amplitude: 0.332 kPa
Phase Angle (δ) (for the 10 cycles): 65.5 degree
Complex Modulus (G*) (for the 10 measurements): 3.324 kPa
Test Temperature (Specimen 1): 64.0 C
Dynamic Shear, G*/sin(δ): 3.65 kPa
General comments (publicly viewable) (Max 1000 characters): rtfo+6

Test was verified on 08/12/2021