Test 2020-10-15-11-4 (AASHTO T315-16) Summary

Project Information
Project IdentifiersProject ID: 213444
DEA: 060Q2804
EFIS: 0613000051
DIST-CO-RTE-PM06-KER-99,178-23.8/R28.4,0.1
Work DescriptionRECONSTRUCT LANES AND SHOULDERS WITH CRCP, MODIFYING ELECTRICAL SYSTEM
Location DescriptionKERN COUNTY IN BAKERSFIELD ON ROUTE 99 FROM 0.3 MILE SOUTH OF PALM AVENUE OVERCROSSING TO BEARDSLEY CANAL BRIDGE AND ON ROUTE 178 AT ROUTE 99/178 SEPARATION
Sample Information
Sample Taken Date10/15/2020 Sample Unique Key11
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 testing10/22/2020
Sample typeAcceptance A brief description of the sampleAB #1 Test
The quantity of what the sample constitutes1 Can From where was the sample collectedSource
First name of sampler or witnessed byNick Last name of sampler or witnessed byUnknown
Title of sampler Laboratory sample identification
The fabricator/manufacturer/facility nameSan Joaquin Refinery Transportation Laboratory (TL) Number815316
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 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: 2020-10-15-11
DIME Test ID: 2020-10-15-11-4
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: 2020-10-27
Test Results

Phase: RTFO residue
Input Type: Measured
Tester's full name: Eva Torres
Date of test: 10/26/2020
Test Plate Diameter: 25 mm
Test Gap: 1 mm
Test Frequency: 10.0 rad/s
Strain Amplitude: 10.00 %
Stress Amplitude: 0.255 kPa
Phase Angle (δ) (for the 10 cycles): 88.7 degree
Complex Modulus (G*) (for the 10 measurements): 2.553 kPa
Test Temperature (Specimen 1): 70.0 C
Dynamic Shear, G*/sin(δ): 2.55 kPa
General comments (publicly viewable) (Max 1000 characters): As Per 2018 Standard Specs.

Test was verified on 10/27/2020