Test 2021-08-17-25-4 (AASHTO T315-20) Summary

Project Information
Project IdentifiersProject ID: 215321
DEA: 060U1004
EFIS: 0615000211
DIST-CO-RTE-PM06-KER-43,119-0.1/9.3,18.2/19.7
Work DescriptionCOLD IN PLACE RECYCLING AND RESURFACING EXISTING ROADWAY WITH RHMA.
Location DescriptionKERN COUNTY NEAR BAKERSFIELD ON ROUTE 43 FROM ROUTE 119 TO 0.1 MILE NORTH OF ROUTE 58-MCKITTRICK HIGHWAY AND ON ROUTE 119 FROM ROUTE 43 TO ROUTE 119/5 SEPARATION
Sample Information
Sample Taken Date8/17/2021 Sample Unique Key25
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 testing8/25/2021
Sample typeAcceptance A brief description of the samplePG64-16
The quantity of what the sample constitutes1 of 1 can From where was the sample collectedSource
First name of sampler or witnessed by_ Last name of sampler or witnessed by granite
Title of sampler Laboratory sample identification
The fabricator/manufacturer/facility nameSan Joaquin Refining Co Inc Transportation Laboratory (TL) Number771147
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 number
Time of sample HMA Supplier
Asphalt Binder SupplierSan Joaquin Refinery - Bakersfield CA MultigradeNo
Multigrade Type HMA Design ID
Test Details
DIME Sample ID: 2021-08-17-25
DIME Test ID: 2021-08-17-25-4
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: 2021-09-02
Test Results

Phase: PAV residue
Input Type: Measured
Tester's full name: Eva Torres
Date of test: 09/01/2021
Test Plate Diameter: 8 mm
Test Gap: 2 mm
Test Frequency: 10.0 rad/s
Strain Amplitude: 1.00 %
Stress Amplitude: 51.987 kPa
Phase Angle (δ) (for the 10 cycles): 60.7 degree
Complex Modulus (G*) (for the 10 measurements): 5198.669 kPa
Test Temperature: 28.0 C
(G*) x sin(δ)=: 4534 kPa
General comments (publicly viewable) (Max 1000 characters): Per 2018 Standard Specifications PAV

Test was verified on 09/02/2021