Summary for Test 2023-08-14-73-1

Test performed: AASHTO T315-22

Project Information

Project IdentifiersProject ID: 212737
DEA: 060S8304
EFIS: 0615000046
DIST-CO-RTE-PM06-FRE-5-44.4-45.4
Award Date05/27/2022
Closeout DateNot set
Work DescriptionTUMEY GULCH ABUTMENT REHAB BR# 42-0246L/R.
Location DescriptionIN FRESNO COUNTY AT TUMEY GULCH.
QA Service Level1 (Verified on 09/25/2018)

Sample Information

Sample Taken Date08/14/2023 Sample Unique Key73
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 testing08/23/2023
Sample typeAcceptance A brief description of the samplepg 64-16
The quantity of what the sample constitutes1 of 1 From where was the sample collectedJob Site
First name of sampler or witnessed byg Last name of sampler or witnessed bylitt
Title of sampler Telephone number of sampler
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameGranite Colinga Transportation Laboratory (TL) Number028140
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure name

Material Information

Material TypeAsphalt Binder Performance GradePG 64-16
Modified Lot number
Sublot number Tank number
Time of sample HMA Supplier
Certified Asphalt SupplierSan Joaquin Refinery - Bakersfield CA MultigradeNo
Multigrade Type Asphalt Binder Mix Number

Test Details

DIME Sample ID: 2023-08-14-73
DIME Test ID: 2023-08-14-73-1
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: 2023-08-31

Test Results


Phase: Original binder
Input Type: Measured
Tester's full name: Raul Cardenas
Date of test: 08/31/2023
Test Gap: 1 mm
Test Frequency: 10.0 rad/s
Strain Amplitude: 12.00 %
Stress Amplitude: 0.160 kPa
Phase Angle (δ) (for the 10 cycles): 89.3 degree
Complex Modulus (G*) (for the 10 measurements): 1.324 kPa
Test Temperature (Specimen 1): 64.0 C
Dynamic Shear, G*/sin(δ): 1.32 kPa
General comments (publicly viewable) (Max 1000 characters): OG

Test was verified on 8/31/2023