Summary for Test 2024-05-01-48-3

Test performed: AASHTO T315-22

Project Information

Project IdentifiersProject ID: 993855
DEA: 060U4604
EFIS: 0615000309
DIST-CO-RTE-PM06-KIN-41-20.0-28.4
Award Date06/30/2023
Closeout DateNot set
Work DescriptionCOLD CENTRAL PLANT RECYCLING, HMA AND HMA-OGFC.
Location DescriptionKINGS COUNTY NEAR KETTLEMAN CITY FROM 0.1 MILE SOUTH OF QUAIL AVENUE TO NEVADA AVENUE
QA Service Level1 (Verified on 05/20/2022)

Sample Information

Sample Taken Date05/01/2024 Sample Unique Key48
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 testing05/06/2024
Sample typeDepartment Acceptance A brief description of the samplePG 64-10-CCPR OPERATION
The quantity of what the sample constitutes1 Can From where was the sample collectedJob Site
First name of sampler or witnessed byJUSTIN Last name of sampler or witnessed byLong
Title of samplerQC Telephone number of sampler
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameGranite Construction Transportation Laboratory (TL) Number
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure name

Material Information

Material TypeAsphalt Binder Performance GradePG 64-10
ModifiedNo Lot number
Sublot number Tank number
Time of sample HMA Supplier
Certified Asphalt SupplierAlbina Asphalt - Chowchilla CA MultigradeNo
Multigrade Type Asphalt Binder Mix Number

Test Details

DIME Sample ID: 2024-05-01-48
DIME Test ID: 2024-05-01-48-3
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: 2024-05-09

Test Results


Phase: PAV residue
Input Type: Measured
Tester's full name: Juan Gomez
Date of test: 05/09/2024
Test Plate Diameter: 8 mm
Test Gap: 2 mm
Test Frequency: 10.0 rad/s
Strain Amplitude: 1.00 %
Stress Amplitude: 21.369 kPa
Phase Angle (δ) (for the 10 cycles): 50.1 degree
Complex Modulus (G*) (for the 10 measurements): 2126.187 kPa
Test Temperature (Specimen 1): 31.0 C
(G*) x sin(δ)=: 1631 kPa
General comments (publicly viewable) (Max 1000 characters): PAV

Test was verified on 5/9/2024