Test 2021-07-20-24-7 (AASHTO T315-20) Summary

Project Information
Project IdentifiersProject ID: 215630
DEA: 061A5304
EFIS: 0620000052
DIST-CO-RTE-PM06-FRE-198-26.3/26.8
Work DescriptionCOLD PLANE PAVEMENT, RESURFACE WITH HMA AND MODIFY SIGNAL.
Location DescriptionFRESNO COUNTY NEAR COALINGA FROM 0.5 MILE WEST OF ROUTE 5 TO ROUTE 198/5 SEPARATION
Sample Information
Sample Taken Date7/20/2021 Sample Unique Key24
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 testing7/27/2021
Sample typeAcceptance A brief description of the samplePG 70-10
The quantity of what the sample constitutes1 of 1 can From where was the sample collectedSource
First name of sampler or witnessed byRick Last name of sampler or witnessed byGranite Tech
Title of sampler Laboratory sample identification
The fabricator/manufacturer/facility nameSan Joaquin Refinery Transportation Laboratory (TL) Number039905
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure name
Material Information
Material TypeAsphalt Binder Performance GradePG 70-10
Modified Lot number1
Sublot number1 Tank number9001
Time of sample4:46PM HMA Supplier
Asphalt Binder SupplierSan Joaquin Refinery - Bakersfield CA MultigradeNo
Multigrade Type HMA Design ID
Test Details
DIME Sample ID: 2021-07-20-24
DIME Test ID: 2021-07-20-24-7
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: 2021-08-10
Test Results

Phase: PAV residue
Input Type: Measured
Tester's full name: Eva Torres
Date of test: 08/05/2021
Test Plate Diameter: 8 mm
Test Gap: 2 mm
Test Frequency: 10.0 rad/s
Strain Amplitude: 1.00 %
Stress Amplitude: 46.973 kPa
Phase Angle (δ) (for the 10 cycles): 62.8 degree
Complex Modulus (G*) (for the 10 measurements): 4696.943 kPa
Test Temperature (Specimen 1): 37.0 C
(G*) x sin(δ)=: 4178 kPa
General comments (publicly viewable) (Max 1000 characters): Per 2018 Standard Specifications PAV+3C

Test was verified on 08/10/2021