Test 2021-07-09-10-10 (AASHTO T315-16) Summary

Project Information
Project IdentifiersProject ID: 215296
DEA: 031F1504
EFIS: 0300001101
DIST-CO-RTE-PM03-SAC-50-R7.7/R9.5
Work DescriptionPLACE HMA, RHMA, AGGREGATE BASE AND FIBER OPTIC SYSTEM.
Location DescriptionSACRAMENTO COUNTY IN AND NEAR RANCHO CORDOVA FROM BRADSHAW ROAD OVERCROSSING TO MATHER FIELD OVERCROSSING
Sample Information
Sample Taken Date7/9/2021 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 testing7/13/2021
Sample typeAcceptance A brief description of the samplePG 64-16 Asphalt Binder
The quantity of what the sample constitutes1 CAN From where was the sample collectedSource
First name of sampler or witnessed byJESSICA Last name of sampler or witnessed bySHEFFIELD
Title of sampler Laboratory sample identification
The fabricator/manufacturer/facility nameTeichert Perkins Batch Plant Transportation Laboratory (TL) Number849105
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure name
Material Information
Material TypeAsphalt Binder Performance GradePG 64-16
ModifiedNo Lot number
Sublot number Tank number
Time of sample HMA SupplierTeichert Perkins
Asphalt Binder SupplierWestern Emulsions - White City Emulsion Plant - White City OR MultigradeNo
Multigrade Type HMA Design ID
Test Details
DIME Sample ID: 2021-07-09-10
DIME Test ID: 2021-07-09-10-10
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: 2021-07-22
Test Results

Phase: PAV residue
Input Type: Measured
Tester's full name: Eva Torres
Date of test: 07/16/2021
Test Plate Diameter: 8 mm
Test Gap: 2 mm
Test Frequency: 10.0 rad/s
Strain Amplitude: 1.00 %
Stress Amplitude: 79.047 kPa
Phase Angle (δ) (for the 10 cycles): 45.3 degree
Complex Modulus (G*) (for the 10 measurements): 7902.780 kPa
Test Temperature (Specimen 1): 31.0 C
(G*) x sin(δ)=: 5617 kPa
General comments (publicly viewable) (Max 1000 characters): Per 2018 Standard specs PAV 2ND SAMPLE +3

Test was verified on 07/22/2021