Summary for Test 2020-07-13-41-3

Test performed: AASHTO T315-16

Project Information

Project IdentifiersProject ID: 214385
DEA: 024G6104
EFIS: 0214000028
DIST-CO-RTE-PM02-SHA,TRI-3,299-VAR
Award Date11/04/2019
Closeout Date09/28/2021
Work DescriptionHMA, LIGHTING AND BRIDGE RAIL REPLACEMENT.
Location DescriptionSHASTA AND TRINITY COUNTIES AT VARIOUS LOCATIONS
QA Service Level1 (Verified on 09/16/2019)

Sample Information

Sample Taken Date07/13/2020 Sample Unique Key41
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 testing07/21/2020
Sample typeAcceptance A brief description of the sampleTEST Asphalt Binder
The quantity of what the sample constitutes1 Can, #1 TEST (036449) From where was the sample collectedSource
First name of sampler or witnessed byD Last name of sampler or witnessed byLockett
Title of samplerConsultant Telephone number of sampler
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameValero - Benicia Transportation Laboratory (TL) Number036449
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure name

Material Information

Material TypeAsphalt Binder Performance GradePG 58-34 M
ModifiedYes Lot number1
Sublot number1 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: 2020-07-13-41
DIME Test ID: 2020-07-13-41-3
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: 2020-09-02

Test Results


Phase: Original binder
Input Type: Calculated
Tester's full name: Eva Torres
Date of test: 08/06/2020
Test Plate Diameter: 25 mm
Phase Angle (δ) (for the 10 cycles): 71.5 degree
Dynamic Shear, G*/sin(δ): 2.66 kPa
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 9/2/2020