Summary for Test 2022-10-19-30-3

Test performed: AASHTO T315-12

Project Information

Project IdentifiersProject ID: 993805
DEA: 070W1404
EFIS: 0721000062
DIST-CO-RTE-PM07-VEN-1-4.4/9.7
Award Date06/24/2022
Closeout DateNot set
Work DescriptionCOLD PLACE AC PAVEMENT AND PLACE RHMA-G.
Location DescriptionVENTURA COUNTY FROM BIG SYCAMORE MAINTENANCE STATION AND PARK TO 0.2 MILE SOUTH OF GALLEGUAS GREEK BRIDGE
QA Service Level1 (Verified on 05/11/2022)

Sample Information

Sample Taken Date10/19/2022 Sample Unique Key30
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 testing10/24/2022
Sample typeVerification A brief description of the samplePG Asphalt Binder
The quantity of what the sample constitutes1 Quart Can From where was the sample collectedSupplier
First name of sampler or witnessed byVulcan QC Last name of sampler or witnessed byVulcan QC
Title of sampler Telephone number of sampler
Laboratory sample identification0705-22 Linked DIME Sample ID
The fabricator/manufacturer/facility nameVulcan-Saticoy Transportation Laboratory (TL) Number
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 number
Time of sample HMA Supplier
Certified Asphalt SupplierValero Marketing & Supply - Benicia CA MultigradeNo
Multigrade Type Asphalt Binder Mix Number

Test Details

DIME Sample ID: 2022-10-19-30
DIME Test ID: 2022-10-19-30-3
Testing Lab: CT D08 - Fontana Southern Regional Laboratory
Test Method: AASHTO T315-12: Standard Method of Test for Determining the Rheological Properties of Asphalt Binder Using a Dynamic Shear Rheometer (DSR) (Dynamic Shear)
Test Release Date: 2022-11-28

Test Results


Input Type: Calculated
Tester's full name: Sm Ali
Date of test: 10/24/2022
Phase: Original binder
Phase Angle (δ) (for the 10 cycles): 85.0 degree
Dynamic Shear, G*/sin(δ): 1.33 kPa
(G*) x sin(δ)=: no data
General comments (publicly viewable) (Max 1000 characters): ORIGINAL BINDER

Test was verified on 11/28/2022