Summary for Test 2020-07-21-16-3

Test performed: AASHTO T315-16

Project Information

Project IdentifiersProject ID: 212899
DEA: 051C6704
EFIS: 0512000194
DIST-CO-RTE-PM05-SCR-17-0.2-0.5
Award Date02/08/2019
Closeout Date09/23/2022
Work DescriptionPASATIEMPO RETAINING WALL -
Location DescriptionIN SANTA CRUZ FROM 0.5 MILE TO 0.3 MILES SOUTH OF PASATIEMPO OVERCROSSING
QA Service Level1 (Verified on 04/01/2019)

Sample Information

Sample Taken Date07/21/2020 Sample Unique Key16
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 testing07/28/2020
Sample typeAcceptance A brief description of the sampleTEST Asphalt Binder PG 64-16
The quantity of what the sample constitutes1 can, #1 TEST From where was the sample collectedSource
First name of sampler or witnessed byL Last name of sampler or witnessed byAmparan
Title of sampler Telephone number of sampler
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameSan Joaquin Refinery Transportation Laboratory (TL) Number972754
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 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: 2020-07-21-16
DIME Test ID: 2020-07-21-16-3
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: 2020-08-12

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): 89.1 degree
Dynamic Shear, G*/sin(δ): 1.38 kPa
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 8/12/2020