Test 2021-07-29-52-2 (AASHTO T315-12) Summary

Project Information
Project IdentifiersProject ID: 215590
DEA: 112N0414
EFIS: 1118000184
DIST-CO-RTE-PM11-IMP-115-R8.8/L11.4
Work DescriptionCOLD PLANE, PAVE WITH HMA, PLACE MICROSURFACING AND SHOULDER BACKING.
Location DescriptionIMPERIAL COUNTY IN AND NEAR HOLTVILLE FROM TOWLAND ROAD TO WEST JUNCTION EVAN HEWES HIGHWAY.
Sample Information
Sample Taken Date7/29/2021 Sample Unique Key52
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 testing10/14/2021
Sample typeAcceptance 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 byN/A Last name of sampler or witnessed byN/A
Title of sampler Laboratory sample identification
The fabricator/manufacturer/facility nameAPI Gateway Transportation Laboratory (TL) NumberC963255
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
Asphalt Binder SupplierValero Marketing & Supply - Wilmington CA MultigradeNo
Multigrade Type HMA Design ID
Test Details
DIME Sample ID: 2021-07-29-52
DIME Test ID: 2021-07-29-52-2
Testing Lab: CT - 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: 2021-11-12
Test Results

Input Type: Calculated
Tester's full name: Sunday Agude
Date of test: 10/27/2021
Phase: RTFO residue
Phase Angle (δ) (for the 10 cycles): 83.8 degree
Dynamic Shear, G*/sin(δ):3.47 kPa
(G*) x sin(δ)=:no data
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 11/12/2021