Summary for Test 2024-10-09-71-1

Test performed: AASHTO T315-22

Project Information

Project IdentifiersProject ID: 995036
DEA: 061E7704
EFIS: 0622000080
DIST-CO-RTE-PM06-KER-204-2.1/4.6
Award Date04/18/2024
Closeout Date05/09/2025
Work DescriptionTRANSPORTATION ART, TRAFFIC STRIPE, IRRIGATION AND PLANTING WORK.
Location DescriptionKERN COUNTY IN BAKERSFIELD FROM BRUNDAGE LANE TO M STREET
QA Service Level1 (Verified on 08/07/2023)

Sample Information

Sample Taken Date10/09/2024 Sample Unique Key71
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 testing10/15/2024
Sample typeAcceptance A brief description of the samplePG 58-16
The quantity of what the sample constitutes1 qt can From where was the sample collectedSource
First name of sampler or witnessed bySam Last name of sampler or witnessed byGarcia
Title of sampler Telephone number of sampler
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameGranite San Joaquin Transportation Laboratory (TL) Number
Inspector Lot Number from the Transportation Laboratory (TL) Form755194 Structure unique identifier
Structure name Bid ItemNot set

Material Information

Material TypeAsphalt Binder Performance GradePG 58-16
ModifiedNo Lot number
Sublot number Tank number
Time of sample HMA SupplierGranite Solari
Certified Asphalt SupplierSan Joaquin Refinery - Bakersfield CA MultigradeNo
Multigrade Type Asphalt Binder Mix Number

Test Details

DIME Sample ID: 2024-10-09-71
DIME Test ID: 2024-10-09-71-1
Testing Lab: CT HQ - Sacramento Asphalt Binder Laboratory
Test Method: AASHTO T315-22: Standard Method of Test for Determining the Rheological Properties of Asphalt Binder Using a Dynamic Shear Rheometer (DSR) (Dynamic Shear)
Test Release Date: 2025-01-27

Test Results


Phase: Original binder
Input Type: Calculated
Tester's full name: Alexis Vargas-Bastida
Date of test: 12/20/2024
Phase Angle (δ) (for the 10 cycles): 0.0 degree
Dynamic Shear, G*/sin(δ): 1.68 kPa
General comments (publicly viewable) (Max 1000 characters): Original

Test was verified on 1/27/2025