Summary for Test 2020-07-27-23-6

Test performed: AASHTO T315-16

Project Information

Project IdentifiersProject ID: 213569
DEA: 024F2104
EFIS: 0212000072
DIST-CO-RTE-PM02-MOD-299-0.5/1.0
Award Date12/20/2018
Closeout Date11/15/2021
Work DescriptionButte and Ash Creek Bridge Replacement
Location DescriptionConstruction of Butte Creek Bridge and Ash Creek Bridge on Route 299 at Adin
QA Service Level1 (Verified on 06/26/2019)

Sample Information

Sample Taken Date07/27/2020 Sample Unique Key23
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 testing08/05/2020
Sample typeAcceptance A brief description of the samplePG 64-28 #1test
The quantity of what the sample constitutes1 From where was the sample collectedSource
First name of sampler or witnessed byM Last name of sampler or witnessed byrodebaugh
Title of samplerPEI Telephone number of sampler
Laboratory sample identification853443 Linked DIME Sample ID
The fabricator/manufacturer/facility nameEagle Peak Rock and Paving Transportation Laboratory (TL) Number
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure name

Material Information

Material TypeAsphalt Binder Performance GradePG 64-28
ModifiedNo 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: 2020-07-27-23
DIME Test ID: 2020-07-27-23-6
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: 2020-09-23

Test Results


Phase: Original binder
Input Type: Calculated
Tester's full name: Eva Torres
Date of test: 09/10/2020
Test Plate Diameter: 25 mm
Phase Angle (δ) (for the 10 cycles): 71.9 degree
Dynamic Shear, G*/sin(δ): 1.23 kPa
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 9/23/2020