Test 2020-07-26-3-5 (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 Date7/26/2020 Sample Unique Key3
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 testing7/31/2020
Sample typeAcceptance A brief description of the sampleAsphalt Binder PG 58-34M
The quantity of what the sample constitutes1 Can #1 Test (853440) From where was the sample collectedSource
First name of sampler or witnessed byC Last name of sampler or witnessed byBryant
Title of samplerTET Laboratory sample identification
The fabricator/manufacturer/facility nameValero - Benicia Transportation Laboratory (TL) Number853440
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: 2020-07-26-3
DIME Test ID: 2020-07-26-3-5
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: 2020-09-02
Test Results

Phase: RTFO residue
Input Type: Calculated
Tester's full name: Eva Torres
Date of test: 09/01/2020
Test Plate Diameter: 25 mm
Phase Angle (δ) (for the 10 cycles): 57.3 degree
Dynamic Shear, G*/sin(δ):7.76 kPa
General comments (publicly viewable) (Max 1000 characters): At 64 degrees Phase Angle = 58.5 degree and Dynamic Shear = 4.4214 kPa

Test was verified on 09/02/2020