Test 2021-07-29-9-2 (AASHTO T315-20) Summary

Project Information
Project IdentifiersProject ID: 215629
DEA: 060U0304
EFIS: 0615000184
DIST-CO-RTE-PM06-FRE-33,198-24.3,22.7/22.9
Work DescriptionWIDEN INTERSECTION, PLACE LIGHTING, TRAFFIC MONITOR STATION & CULVERT.
Location DescriptionFRESNO COUNTY NEAR COALINGA ON ROUTE 33 AT ROUTE 198 AND ON ROUTE 198 FROM 0.1 MILE SOUTH OF JUNCTION ROUTE 33/198 TO 0.1 MILE NORTH OF JUNCTION ROUTE 33/198
Sample Information
Sample Taken Date7/29/2021 Sample Unique Key9
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 testing8/4/2021
Sample typeAcceptance A brief description of the sampleBINDER
The quantity of what the sample constitutes1 CAN From where was the sample collectedSource
First name of sampler or witnessed byNick Last name of sampler or witnessed byGraco
Title of sampler Laboratory sample identification
The fabricator/manufacturer/facility nameSan Joaquin Refinery Transportation Laboratory (TL) Number039911
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure name
Material Information
Material TypeAsphalt Binder Performance GradePG 64-16
Modified Lot number
Sublot number Tank number32001
Time of sample HMA SupplierGranite Construction
Asphalt Binder SupplierSan Joaquin Refinery - Bakersfield CA MultigradeNo
Multigrade Type HMA Design ID
Test Details
DIME Sample ID: 2021-07-29-9
DIME Test ID: 2021-07-29-9-2
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: 2021-08-16
Test Results

Phase: Original binder
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: 12.00 %
Stress Amplitude: 0.155 kPa
Phase Angle (δ) (for the 10 cycles): 89.3 degree
Complex Modulus (G*) (for the 10 measurements): 1.289 kPa
Test Temperature (Specimen 1): 64.0 C
Dynamic Shear, G*/sin(δ): 1.29 kPa
General comments (publicly viewable) (Max 1000 characters): Per 2018 Standard Specifications OG

Test was verified on 08/16/2021