Summary for Test 2022-08-02-68-1

Test performed: AASHTO T315-22

Project Information

Project IdentifiersProject ID: 208942
DEA: 100Y2104
EFIS: 1013000104
COOP: 10415
DIST-CO-RTE-PM10-TUO-108-R4.3/R5.1
Award Date07/17/2020
Closeout Date05/11/2023
Work DescriptionMODIFY AND WIDEN STRUCTURE
Location DescriptionAT PEACEFUL OAK ROAD INTERCHANGE ,PART OF EAST SONORA BYPASS
QA Service Level1 (Verified on 12/06/2013)

Sample Information

Sample Taken Date08/02/2022 Sample Unique Key68
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 testing10/13/2022
Sample typeDepartment Acceptance A brief description of the sample PG70-10
The quantity of what the sample constitutes1 Can From where was the sample collectedFabricator
First name of sampler or witnessed byPaul Last name of sampler or witnessed byOEI
Title of samplerGRI QC Telephone number of sampler
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameValero Transportation Laboratory (TL) Number034448
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure name

Material Information

Material TypeAsphalt Binder Performance GradePG 70-10
ModifiedNo Lot number1
Sublot number5 Tank number
Time of sample HMA Supplier
Certified Asphalt SupplierValero Marketing & Supply - Benicia CA MultigradeNo
Multigrade Type Asphalt Binder Mix NumberNot set

Test Details

DIME Sample ID: 2022-08-02-68
DIME Test ID: 2022-08-02-68-1
Testing Lab: CT HQ - Sacramento Asphalt Binder Laboratory
Test Method: AASHTO T315-22: Standard Method of Test for Determining the Rheological Properties of Asphalt Binder Using a Dynamic Shear Rheometer (DSR) (Dynamic Shear)
Test Release Date: 2022-10-20

Test Results


Phase: Original binder
Input Type: Measured
Tester's full name: Adam Herrera
Date of test: 10/18/2022
Test Gap: 1 mm
Test Frequency: 10.0 rad/s
Strain Amplitude: 12.00 %
Stress Amplitude: 0.149 kPa
Phase Angle (δ) (for the 10 cycles): 84.2 degree
Complex Modulus (G*) (for the 10 measurements): 1.245 kPa
Test Temperature (Specimen 1): 70.0 C
Dynamic Shear, G*/sin(δ): 1.25 kPa
General comments (publicly viewable) (Max 1000 characters): OG

Test was verified on 10/20/2022