Summary for Test 2020-09-23-32-3

Test performed: AASHTO T315-16

Project Information

Project IdentifiersProject ID: 214571
DEA: 020J1104
EFIS: 0219000062
DIST-CO-RTE-PM02-PLU-70-33.1/42.1
Award Date02/07/2020
Closeout Date04/27/2021
Work DescriptionPLACE HMA & SHOULDER BACKING, & REMOVE & REPLACE PAVEMENT DELINEATION.
Location DescriptionPLUMAS COUNTY AT AND NEAR KEDDIE FROM INDIAN CREEK BRIDGE TO 0.3 MILE WEST OF SPANISH CREEK BRIDGE NO. 09-0018
QA Service Level1 (Verified on 01/22/2020)

Sample Information

Sample Taken Date09/23/2020 Sample Unique Key32
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 testing09/15/2020
Sample typeAcceptance A brief description of the sampleModified Asphalt Binder PG 64-28M
The quantity of what the sample constitutes1 Can, #15 test, #14(897031), #16(897033), #17(897034) NO TEST From where was the sample collectedSource
First name of sampler or witnessed byDerick Last name of sampler or witnessed byR
Title of samplerSturges Telephone number of sampler
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility namewestern Transportation Laboratory (TL) Number897032
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 numberNot set
Time of sampleNot set HMA SupplierNot set
Certified Asphalt SupplierNot set MultigradeNot set
Multigrade TypeNot set Asphalt Binder Mix NumberNot set

Test Details

DIME Sample ID: 2020-09-23-32
DIME Test ID: 2020-09-23-32-3
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: 2020-10-16

Test Results


Phase: Original binder
Input Type: Measured
Tester's full name: Doug Ruff
Date of test: 10/16/2020
Test Plate Diameter: 25 mm
Test Gap: 1 mm
Test Frequency: 10.0 rad/s
Strain Amplitude: 12.00 %
Stress Amplitude: 0.214 kPa
Phase Angle (δ) (for the 10 cycles): 73.5 degree
Complex Modulus (G*) (for the 10 measurements): 1.786 kPa
Test Temperature (Specimen 1): 64.0 C
Dynamic Shear, G*/sin(δ): 1.86 kPa
General comments (publicly viewable) (Max 1000 characters): Per 2018 Standards and Specifications

Test was verified on 10/16/2020