Test 2021-05-11-11-4 (AASHTO T315-16) Summary

Project Information
Project IdentifiersProject ID: 215252
DEA: 021J4704
EFIS: 0220000082
DIST-CO-RTE-PM02-TRI-3-46.7/49.8,63.8/67.704
Work DescriptionHMA OVERLAY, REPLACE AC SURFACING AND SHOULDER BACKING.
Location DescriptionTRINITY COUNTY NEAR TRINITY CENTER FROM 0.7 MILE NORTH OF CEDAR STOCK ROAD TO DIENER MINE VIADUCT AND FROM 2.3 MILES NORTH OF EL DORADO WAY TO COFFEE CREEK BRIDGE NO. 05-0060
Sample Information
Sample Taken Date5/11/2021 Sample Unique Key11
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 testing5/18/2021
Sample typeAcceptance A brief description of the samplePG58-22
The quantity of what the sample constitutes2 of 4 From where was the sample collectedManufacturer
First name of sampler or witnessed byC Last name of sampler or witnessed byBrayant
Title of samplerTET Laboratory sample identification
The fabricator/manufacturer/facility nameJF Shea - Fawndale Transportation Laboratory (TL) Numberc768792
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure name
Material Information
Material TypeAsphalt Binder Performance GradePG 58-22
ModifiedNo Lot number1
Sublot number1 Tank number
Time of sample HMA SupplierJF Shea - Fawndale
Asphalt Binder SupplierValero Marketing & Supply - Benicia CA MultigradeNo
Multigrade TypeNot set HMA Design ID
Test Details
DIME Sample ID: 2021-05-11-11
DIME Test ID: 2021-05-11-11-4
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: 2021-06-01
Test Results

Phase: PAV residue
Input Type: Measured
Tester's full name: Harish Thakur
Date of test: 05/28/2021
Test Plate Diameter: 8 mm
Test Gap: 2 mm
Test Frequency: 10.0 rad/s
Strain Amplitude: 1.00 %
Stress Amplitude: 66.972 kPa
Phase Angle (δ) (for the 10 cycles): 43.2 degree
Complex Modulus (G*) (for the 10 measurements): 6696.059 kPa
Test Temperature: 22.0 C
(G*) x sin(δ)=: 4584 kPa
General comments (publicly viewable) (Max 1000 characters): PAVas per 2018 standard specs

Test was verified on 06/01/2021