Summary for Test 2021-09-23-53-2

Test performed: AASHTO T315-20

Project Information

Project IdentifiersProject ID: 211501
DEA: 010B5004
EFIS: 0112000133
DIST-CO-RTE-PM01-MEN-101-3.8, 5.3
Award Date10/13/2016
Closeout Date01/06/2023
Work DescriptionREPAIR SLIDES.
Location DescriptionMENDOCINO COUNTY AT 0.7 MILE NORTH OF COMMINSKY STATION ROAD AND AT 0.8 MILE SOUTH OF PIETA CREEK BRIDGE
QA Service Level1 (Verified on 09/27/2016)

Sample Information

Sample Taken Date09/23/2021 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 testing10/01/2021
Sample typeAcceptance A brief description of the sample64-16
The quantity of what the sample constitutes1 can From where was the sample collectedManufacturer
First name of sampler or witnessed byP Last name of sampler or witnessed byD
Title of samplerJET Telephone number of sampler
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameSyar TRD Transportation Laboratory (TL) Numberc934724
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure name

Material Information

Material TypeAsphalt Binder Performance GradePG 64-16
ModifiedNo Lot number1
Sublot number1 Tank number
Time of sample HMA SupplierSyar TRD
Certified Asphalt SupplierValero Marketing & Supply - Benicia CA MultigradeNo
Multigrade Type Asphalt Binder Mix NumberNot set

Test Details

DIME Sample ID: 2021-09-23-53
DIME Test ID: 2021-09-23-53-2
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: 2021-10-11

Test Results


Phase: RTFO residue
Input Type: Measured
Tester's full name: Eva Torres
Date of test: 10/04/2021
Test Plate Diameter: 25 mm
Test Gap: 1 mm
Test Frequency: 10.0 rad/s
Strain Amplitude: 10.00 %
Stress Amplitude: 0.356 kPa
Phase Angle (δ) (for the 10 cycles): 82.9 degree
Complex Modulus (G*) (for the 10 measurements): 3.559 kPa
Test Temperature (Specimen 1): 64.0 C
Dynamic Shear, G*/sin(δ): 3.59 kPa
General comments (publicly viewable) (Max 1000 characters): Per 2018 Standard Specifications rtfo

Test was verified on 10/11/2021