Summary for Test 2020-09-09-14-4

Test performed: AASHTO T315-16

Project Information

Project IdentifiersProject ID: 214876
DEA: 060W7604
EFIS: 0617000279
DIST-CO-RTE-PM06-KER,TUL-63,65,216-Var
Award Date04/30/2020
Closeout Date04/29/2021
Work DescriptionCOLD PLANE ASPHALT CONCRETE PAVEMENT AND PLACE RHMA-G.
Location DescriptionKERN AND TULARE COUNTIES AT VARIOUS LOCATIONS
QA Service Level1 (Verified on 04/21/2020)

Sample Information

Sample Taken Date09/09/2020 Sample Unique Key14
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 testing09/11/2020
Sample typeDepartment Acceptance A brief description of the sample#1 test
The quantity of what the sample constitutes1 Can From where was the sample collectedSource
First name of sampler or witnessed byGurjit Last name of sampler or witnessed byLitt
Title of samplerTET Telephone number of sampler
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility namedeer creek asphalt Transportation Laboratory (TL) Number865166
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 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: 2020-09-09-14
DIME Test ID: 2020-09-09-14-4
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: 2020-09-21

Test Results


Phase: Original binder
Input Type: Calculated
Tester's full name: Justin Ellis
Date of test: 09/18/2020
Test Plate Diameter: 25 mm
Phase Angle (δ) (for the 10 cycles): 68.4 degree
Dynamic Shear, G*/sin(δ): 1.98 kPa
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 9/21/2020