Summary for Test 2022-09-07-92-1

Test performed: AASHTO T315-22

Project Information

Project IdentifiersProject ID: 215093
DEA: 101C2804
EFIS: 1014000134
DIST-CO-RTE-PM10-SJ-99-30.9/31.3
Award Date10/21/2020
Closeout Date08/30/2023
Work DescriptionRAISED BRIDGES, REALIGN RAMPS AND CONSTRUCT AUXILIARY LANE.
Location DescriptionSAN JOAQUIN COUNTY IN LODI FROM 0.4 MILE SOUTH OF ROUTE 12/99 SEPARATION TO 0.3 MILE SOUTH OF TURNER ROAD OVERCROSSING
QA Service Level1 (Verified on 08/21/2020)

Sample Information

Sample Taken Date09/07/2022 Sample Unique Key92
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 typeAcceptance A brief description of the samplePG 70-10
The quantity of what the sample constitutes1 cans From where was the sample collectedFabricator
First name of sampler or witnessed byJason Last name of sampler or witnessed byKort
Title of samplerLab Technician Telephone number of sampler
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameValero-Benicia Asphalt Plant Transportation Laboratory (TL) Number730523
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 number
Sublot number 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: 2022-09-07-92
DIME Test ID: 2022-09-07-92-1
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: 0.157 kPa
Phase Angle (δ) (for the 10 cycles): 84.3 degree
Complex Modulus (G*) (for the 10 measurements): 1.307 kPa
Test Temperature (Specimen 1): 70.0 C
Dynamic Shear, G*/sin(δ): 1.31 kPa
General comments (publicly viewable) (Max 1000 characters): OG

Test was verified on 10/20/2022