Test 2020-09-03-16-4 (AASHTO T315-16) Summary

Project Information
Project IdentifiersProject ID: 212657
DEA: 024G5004
EFIS: 0214000031
DIST-CO-RTE-PM02-TRI-299-1.9-2.3
Work DescriptionVIADUCT WIDENING
Location DescriptionTRINITY COUNTY NEAR SALYER FROM 0.1 MILE EAST TO 0.6 MILE EAST OF WHITE HOUSE GULCH ROAD
Sample Information
Sample Taken Date9/3/2020 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 testing9/11/2020
Sample typeQuality Assurance A brief description of the sampleAB PG 64-28M #1 Test
The quantity of what the sample constitutes1 can From where was the sample collectedSource
First name of sampler or witnessed byD Last name of sampler or witnessed byLockett
Title of samplerConsultant Laboratory sample identification
The fabricator/manufacturer/facility nameValero Benicia Transportation Laboratory (TL) Number036611
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure name
Material Information
Material TypeAsphalt Binder Performance GradePG 64-28 M
ModifiedYes Lot number
Sublot number Tank numberNot set
Time of sampleNot set HMA SupplierNot set
Asphalt Binder SupplierNot set MultigradeNot set
Multigrade TypeNot set HMA Design ID
Test Details
DIME Sample ID: 2020-09-03-16
DIME Test ID: 2020-09-03-16-4
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: 2020-09-21
Test Results

Phase: Original binder
Input Type: Calculated
Tester's full name: Doug Ruff
Date of test: 09/18/2020
Test Plate Diameter: 25 mm
Phase Angle (δ) (for the 10 cycles): 86.0 degree
Dynamic Shear, G*/sin(δ):1.40 kPa
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 09/21/2020