Test 2021-08-02-4-4 (AASHTO T315-20) Summary

Project Information
Project IdentifiersProject ID: 214293
DEA: 060S4604
EFIS: 0615000038
DIST-CO-RTE-PM06-FRE-99-R0.9/R5.0
Work DescriptionREPLACE CONCRETE AND ASPHALT PAVEMENT.
Location DescriptionFRESNO COUNTY IN AND NEAR KINGSBURG AND SELMA FROM ROUTE 99/201 SEPARATION TO 0.3 MILE SOUTH OF SECOND STREET UNDERCROSSING
Sample Information
Sample Taken Date8/2/2021 Sample Unique Key4
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 testing8/5/2021
Sample typeAcceptance A brief description of the sampleAsphalt Binder
The quantity of what the sample constitutes1 of 1 can From where was the sample collectedManufacturer
First name of sampler or witnessed byJose Last name of sampler or witnessed byLopez
Title of sampler Laboratory sample identification
The fabricator/manufacturer/facility nameCMI - Fresno Central Transportation Laboratory (TL) Number057198
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure name
Material Information
Material TypeAsphalt Binder Performance GradePG 64-10
Modified Lot number
Sublot number Tank number
Time of sample HMA Supplier
Asphalt Binder SupplierSan Joaquin Refinery - Bakersfield CA MultigradeNo
Multigrade Type HMA Design ID
Test Details
DIME Sample ID: 2021-08-02-4
DIME Test ID: 2021-08-02-4-4
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: PAV residue
Input Type: Measured
Tester's full name: Eva Torres
Date of test: 08/11/2021
Test Plate Diameter: 8 mm
Test Gap: 2 mm
Test Frequency: 10.0 rad/s
Strain Amplitude: 1.00 %
Stress Amplitude: 40.361 kPa
Phase Angle (δ) (for the 10 cycles): 66.4 degree
Complex Modulus (G*) (for the 10 measurements): 4034.920 kPa
Test Temperature: 31.0 C
(G*) x sin(δ)=: 3697 kPa
General comments (publicly viewable) (Max 1000 characters): Per 2018 Standard Specifications PAV

Test was verified on 08/12/2021