Test 2021-03-04-17-5 (AASHTO T315-16) Summary

Project Information
Project IdentifiersProject ID: 213700
DEA: 020H9004
EFIS: 0215000077
DIST-CO-RTE-PM02-BUT-70-41.9/42.3
Work DescriptionREMOVE CULVERTS AND CONSTRUCT BRIDGE
Location DescriptionBUTTE COUNTY NEAR PULGA FROM 2.5 MILES WEST OF PENSTOCK UNDERCROSSING TO 2.1 MILES WEST OF PENSTOCK UNDERCROSSING
Sample Information
Sample Taken Date3/4/2021 Sample Unique Key17
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 testing3/22/2021
Sample typeAcceptance A brief description of the sampleAsphalt Binder Modified
The quantity of what the sample constitutes2 of 2 cans From where was the sample collectedJob Site
First name of sampler or witnessed byMonte Last name of sampler or witnessed bySpencer
Title of samplerTET Laboratory sample identification
The fabricator/manufacturer/facility nameMarathan Transportation Laboratory (TL) Number896989
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure name
Material Information
Material TypeAsphalt Binder Performance GradePG 64-28 M
ModifiedYes Lot number
Sublot number Tank number
Time of sample HMA Supplier
Asphalt Binder SupplierMarathon Petroleum Co. LP - Bakersfield CA MultigradeNot set
Multigrade TypeNot set HMA Design ID
Test Details
DIME Sample ID: 2021-03-04-17
DIME Test ID: 2021-03-04-17-5
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: 2021-03-26
Test Results

Phase: PAV residue
Input Type: Measured
Tester's full name: Eva Torres
Date of test: 03/26/2021
Test Plate Diameter: 8 mm
Test Gap: 2 mm
Test Frequency: 10.0 rad/s
Strain Amplitude: 1.00 %
Stress Amplitude: 17.526 kPa
Phase Angle (δ) (for the 10 cycles): 45.8 degree
Complex Modulus (G*) (for the 10 measurements): 1752.569 kPa
Test Temperature (Specimen 1): 22.0 C
(G*) x sin(δ)=: 1256 kPa
General comments (publicly viewable) (Max 1000 characters): Per 2018 Std Specs PAV

Test was verified on 03/26/2021