Summary for Test 2021-08-19-65-1

Test performed: AASHTO T315-20

Project Information

Project IdentifiersProject ID: 215572
DEA: 032G1104
EFIS: 0320000230
DIST-CO-RTE-PM03-GLE-162-66.6/76.3
Award Date05/05/2021
Closeout DateNot set
Work DescriptionPLACE RHMA AND COLD IN-PLACE RECYCLE.
Location DescriptionGLENN COUNTY IN AND NEAR WILLOWS FROM 0.2 MILE EAST OF N SHASTA STREET TO 1.0 MILE EAST OF ROAD X
QA Service Level1 (Verified on 03/22/2021)

Sample Information

Sample Taken Date08/19/2021 Sample Unique Key65
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 testing10/01/2021
Sample typeAcceptance A brief description of the sample64-16
The quantity of what the sample constitutes1 can From where was the sample collectedManufacturer
First name of sampler or witnessed byBrad Last name of sampler or witnessed byM
Title of samplerTET Telephone number of sampler
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameKRC Orland Transportation Laboratory (TL) Numberc779899
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 number11 Tank number
Time of sample HMA SupplierKRC Orland
Asphalt Binder SupplierMarathon Petroleum Co. LP - Elk Grove CA MultigradeNo
Multigrade Type HMA Design ID

Test Details

DIME Sample ID: 2021-08-19-65
DIME Test ID: 2021-08-19-65-1
Testing Lab: CT HQ - Sacramento Asphalt Binder Laboratory
Test Method: AASHTO T315-20: Standard Method of Test for Determining the Rheological Properties of Asphalt Binder Using a Dynamic Shear Rheometer (DSR) (Dynamic Shear)
Test Release Date: 2021-10-11

Test Results


Phase: Original binder
Input Type: Measured
Tester's full name: Eva Torres
Date of test: 10/05/2021
Test Plate Diameter: 25 mm
Test Gap: 1 mm
Test Frequency: 10.0 rad/s
Strain Amplitude: 12.00 %
Stress Amplitude: 0.160 kPa
Phase Angle (δ) (for the 10 cycles): 87.7 degree
Complex Modulus (G*) (for the 10 measurements): 1.334 kPa
Test Temperature (Specimen 1): 64.0 C
Dynamic Shear, G*/sin(δ): 1.34 kPa
General comments (publicly viewable) (Max 1000 characters): Per 2018 Standard Specifications ORG

Test was verified on 10/11/2021