Test 2021-04-19-26-4 (AASHTO T315-16) Summary

Project Information
Project IdentifiersProject ID: 215307
DEA: 033F5004
EFIS: 0313000019
DIST-CO-RTE-PM03-GLE-5-R7.4/R17.0
Work DescriptionPLACE HMA (TYPE A) AND MODIFY INTERCONNECTION CONDUIT AND CABLE.
Location DescriptionGLENN COUNTY IN AND NEAR WILLOWS AT VARIOUS LOCATIONS FROM COUNTY ROAD 57 OVERCROSSING TO COUNTY ROAD 33 OVERCROSSING
Sample Information
Sample Taken Date4/19/2021 Sample Unique Key26
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 testing4/29/2021
Sample typeAcceptance A brief description of the samplePG 64-16
The quantity of what the sample constitutesone out of one From where was the sample collectedManufacturer
First name of sampler or witnessed byBrad (WITNESS) Last name of sampler or witnessed byMcKeehan
Title of samplerTET Laboratory sample identification
The fabricator/manufacturer/facility nameKnife River Construction - Orland Drum Plant Transportation Laboratory (TL) NumberC724329
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 number1
Sublot number1 Tank number
Time of sample HMA SupplierKRC Orland
Asphalt Binder SupplierValero Marketing & Supply - Benicia CA MultigradeNo
Multigrade TypeNot set HMA Design ID JMF3513-2021-39
Test Details
DIME Sample ID: 2021-04-19-26
DIME Test ID: 2021-04-19-26-4
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: 2021-05-05
Test Results

Phase: PAV residue
Input Type: Measured
Tester's full name: Eva Torres
Date of test: 05/04/2021
Test Plate Diameter: 8 mm
Test Gap: 2 mm
Test Frequency: 10.0 rad/s
Strain Amplitude: 1.00 %
Stress Amplitude: 11.564 kPa
Phase Angle (δ) (for the 10 cycles): 58.9 degree
Complex Modulus (G*) (for the 10 measurements): 1156.428 kPa
Test Temperature: 28.0 C
(G*) x sin(δ)=: 990 kPa
General comments (publicly viewable) (Max 1000 characters): PAV

Test was verified on 05/05/2021