Test 2020-07-30-28-5 (AASHTO T315-16) Summary

Project Information
Project IdentifiersProject ID: 214250
DEA: 021H3204
EFIS: 0215000126
DIST-CO-RTE-PM02-TEH-99-12.0/12.6
Work DescriptionCONSTRUCT CURB RAMPS AND SIDEWALKS.
Location DescriptionTEHAMA COUNTY AT LOS MOLINOS FROM JOSEPHINE STREET TO LOS MOLINOS CREEK BRIDGE
Sample Information
Sample Taken Date7/30/2020 Sample Unique Key28
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 testing8/17/2020
Sample typeAcceptance A brief description of the sampleAsphalt Binder PG 58-34M
The quantity of what the sample constitutes1 Can #5 Test , #4(unknown) No Test From where was the sample collectedSource
First name of sampler or witnessed bydevin Last name of sampler or witnessed byOwens
Title of samplerTET Laboratory sample identification
The fabricator/manufacturer/facility nameValero - Benicia Transportation Laboratory (TL) Numberunknown
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure name
Material Information
Material TypeAsphalt Binder Performance GradePG 58-34 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: 2020-07-30-28
DIME Test ID: 2020-07-30-28-5
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: PAV residue
Input Type: Calculated
Tester's full name: Xavier Carrillo
Date of test: 09/16/2020
Test Plate Diameter: 8 mm
Phase Angle (δ) (for the 10 cycles): 35.5 degree
(G*) x sin(δ)=:3035 kPa
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 09/21/2020