Summary for Test 2023-08-16-100-1

Test performed: AASHTO T315-22

Project Information

Project IdentifiersProject ID: 44444
DEA: ASCP
EFIS: ASCP
DIST-CO-RTE-PM59---
Award DateNot set
Closeout DateNot set
Work DescriptionSpecial project for submitting Sample information for Asphalt Supplier Certification Program.
Location DescriptionNot set
QA Service LevelNOT VERIFIED

Sample Information

Sample Taken Date08/16/2023 Sample Unique Key100
Date that the sample was received by the laboratory/organization performing the testing09/14/2023 Sample typeVerification
A brief description of the samplePG58-34M Modified Asphalt Binder The quantity of what the sample constitutes1 of 2 cans
From where was the sample collectedManufacturer First name of sampler or witnessed byJohn
Last name of sampler or witnessed byPartenen Title of sampler
Telephone number of sampler6614327352 Laboratory sample identification5834230816
Linked DIME Sample ID2023-08-16-51 The fabricator/manufacturer/facility nameSan Joaquin Refinery, Bakersfield, CA
Transportation Laboratory (TL) Number Inspector Lot Number from the Transportation Laboratory (TL) Form
Structure unique identifier Structure name
Bid ItemNot set

Material Information

Material TypeAsphalt Binder Performance GradePG 58-34 M
ModifiedYes Lot number5834230816
Sublot number Tank number5005
Time of sample6:45am HMA Supplier
Certified Asphalt SupplierSan Joaquin Refinery - Bakersfield CA MultigradeNo
Multigrade Type Asphalt Binder Mix Number
HMA TypeNot set HMA Supplier Mix ID NumberNot set

Test Details

DIME Sample ID: 2023-08-16-100
DIME Test ID: 2023-08-16-100-1
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: 2023-09-19

Test Results


Phase: Original binder
Input Type: Measured
Tester's full name: Raul Cardenas
Date of test: 09/19/2023
Test Gap: 1 mm
Test Frequency: 10.0 rad/s
Strain Amplitude: 12.00 %
Stress Amplitude: 0.202 kPa
Phase Angle (δ) (for the 10 cycles): 64.5 degree
Complex Modulus (G*) (for the 10 measurements): 1.678 kPa
Test Temperature (Specimen 1): 58.0 C
Dynamic Shear, G*/sin(δ): 1.86 kPa
General comments (publicly viewable) (Max 1000 characters): ORIGINAL

Test was verified on 9/19/2023 ✔