Test 2020-12-03-10-5 (AASHTO T315-16) Summary

Project Information
Project IdentifiersProject ID: 209520
DEA: 06470904
EFIS: 0600000973
COOP: 061529
DIST-CO-RTE-PM06-MAD-99-R7.5/15.1
Work DescriptionWIDEN FREEWAY FROM 4 LANES TO 6 LANES.
Location DescriptionMADERA COUNTY IN AND NEAR MADERA FROM AVENUE 12 OVERCROSSING TO 0.9 MILE NORTH OF AVENUE 17 OVERCROSSING
Sample Information
Sample Taken Date12/3/2020 Sample Unique Key10
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 testing12/9/2020
Sample typeQuality Assurance A brief description of the sampleAsphalt Binder
The quantity of what the sample constitutes1 can From where was the sample collectedOther
First name of sampler or witnessed byG. Last name of sampler or witnessed byLitt
Title of sampler Laboratory sample identification
The fabricator/manufacturer/facility nameSan Joaquin Refinery, Bakersfield, CA Transportation Laboratory (TL) NumberC039414
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure name
Material Information
Material TypeAsphalt Binder Performance GradePG 70-10
ModifiedNo Lot number
Sublot number Tank numberNot set
Time of sampleNot set HMA SupplierNot set
Asphalt Binder SupplierNot set MultigradeNot set
Multigrade TypeNot set HMA Design ID
Test Details
DIME Sample ID: 2020-12-03-10
DIME Test ID: 2020-12-03-10-5
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: 2020-12-16
Test Results

Phase: Original binder
Input Type: Measured
Tester's full name: Juan Gomez
Date of test: 12/16/2020
Test Plate Diameter: 25 mm
Test Gap: 1 mm
Test Frequency: 10.0 rad/s
Strain Amplitude: 12.00 %
Stress Amplitude: 0.139 kPa
Phase Angle (δ) (for the 10 cycles): 89.5 degree
Complex Modulus (G*) (for the 10 measurements): 1.160 kPa
Test Temperature: 70.0 C
Dynamic Shear, G*/sin(δ): 1.16 kPa
General comments (publicly viewable) (Max 1000 characters): Per Cal Trans 2018 Standards and Specifications

Test was verified on 12/16/2020