Test 2021-03-25-13-4 (AASHTO T315-16) Summary

Project Information
Project IdentifiersProject ID: 215147
DEA: 060X0404
EFIS: 0618000013
DIST-CO-RTE-PM06-TUL-65,190-0.0/R15.1,8.0/26.5
Work DescriptionINSTALL RUMBLE STRIPS.
Location DescriptionTULARE COUNTY NEAR PORTERVILLE ON ROUTE 65 FROM KERN COUNTY LINE TO 0.5 MILE SOUTH OF AVENUE 124 AND ON ROUTE 190 FROM ROAD 180 TO PLEASANT OAK DRIVE
Sample Information
Sample Taken Date3/25/2021 Sample Unique Key13
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 testing4/5/2021
Sample typeAcceptance A brief description of the sampleAsphalt Binder
The quantity of what the sample constitutes1 of 1 From where was the sample collectedOther
First name of sampler or witnessed byBrandon Last name of sampler or witnessed byBurkey
Title of samplerTET Laboratory sample identification
The fabricator/manufacturer/facility namePorterville Asphalt Transportation Laboratory (TL) NumberC056403
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure name
Material Information
Material TypeAsphalt Binder Performance GradePG 64-10
ModifiedNo Lot number
Sublot number Tank number
Time of sample HMA SupplierPorterville Asphalt
Asphalt Binder SupplierSan Joaquin Refinery - Bakersfield CA MultigradeNot set
Multigrade TypeNot set HMA Design ID
Test Details
DIME Sample ID: 2021-03-25-13
DIME Test ID: 2021-03-25-13-4
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: 2021-04-08
Test Results

Phase: PAV residue
Input Type: Measured
Tester's full name: Eva Torres
Date of test: 04/07/2021
Test Plate Diameter: 8 mm
Test Gap: 2 mm
Test Frequency: 10.0 rad/s
Strain Amplitude: 1.00 %
Stress Amplitude: 35.934 kPa
Phase Angle (δ) (for the 10 cycles): 67.2 degree
Complex Modulus (G*) (for the 10 measurements): 3593.354 kPa
Test Temperature (Specimen 1): 31.0 C
(G*) x sin(δ)=: 3313 kPa
General comments (publicly viewable) (Max 1000 characters): Per 2018 Std Specs PAV

Test was verified on 04/08/2021