Summary for Test 2024-08-13-115-1

Test performed: AASHTO T315-22

Project Information

Project IdentifiersProject ID: 994976
DEA: 060X3304
EFIS: 0618000055
DIST-CO-RTE-PM06-KER-5-R0.0/4.4
Award Date10/23/2023
Closeout DateNot set
Work DescriptionREPLACE ROADWAY PAVEMENT WITH HMA AND CONCRETE.
Location DescriptionKERN COUNTY AT AND NEAR LEBEC FROM LOS ANGELES COUNTY LINE TO GRAPEVINE CREEK
QA Service Level1 (Verified on 07/27/2023)

Sample Information

Sample Taken Date08/13/2024 Sample Unique Key115
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 testing08/26/2024
Sample typeAcceptance A brief description of the samplePG 58-22
The quantity of what the sample constitutes1 of 1 can From where was the sample collectedSource
First name of sampler or witnessed byG3 Last name of sampler or witnessed byNA
Title of sampler Telephone number of sampler
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameGranite Solari Plant Transportation Laboratory (TL) Number754500
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure name Bid ItemNot set

Material Information

Material TypeAsphalt Binder Performance GradePG 58-22
Modified Lot number1
Sublot number12 Tank number
Time of sample HMA Supplier
Certified Asphalt SupplierCentennial Asphalt - Bakersfield CA MultigradeNo
Multigrade Type Asphalt Binder Mix Number

Test Details

DIME Sample ID: 2024-08-13-115
DIME Test ID: 2024-08-13-115-1
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: 2024-08-28

Test Results


Phase: Original binder
Input Type: Measured
Tester's full name: Hamidullah Barati
Date of test: 08/28/2024
Test Gap: 1 mm
Test Frequency: 10.0 rad/s
Strain Amplitude: 12.00 %
Stress Amplitude: 0.231 kPa
Phase Angle (δ) (for the 10 cycles): 84.0 degree
Complex Modulus (G*) (for the 10 measurements): 1.915 kPa
Test Temperature (Specimen 1): 58.0 C
Dynamic Shear, G*/sin(δ): 1.93 kPa
General comments (publicly viewable) (Max 1000 characters): OG

Test was verified on 8/28/2024