Summary for Test 2025-06-18-80-1

Test performed: AASHTO T315-24

Project Information

Project IdentifiersProject ID: 1000751
DEA: 060Y1704
EFIS: 0619000004
DIST-CO-RTE-PM06-KIN-41-0.0/15.5
Award Date03/03/2025
Closeout DateNot set
Work DescriptionCOLD PLANE AC PVMT, OVERLAY HMA AND RHMA.
Location DescriptionKINGS COUNTY NEAR KETTLEMAN CITY FROM THE KERN COUNTY LINE TO 0.8 MILE SOUTH OF ROUTE 5
QA Service Level1 (Verified on 05/07/2025)

Sample Information

Sample Taken Date06/18/2025 Sample Unique Key80
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 testing06/25/2025
Sample typeInformational A brief description of the samplePG 64-10
The quantity of what the sample constitutes1 Can From where was the sample collectedSource
First name of sampler or witnessed byJ Last name of sampler or witnessed byChamey
Title of samplerTET Telephone number of sampler
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameSPM Avenal Plant Transportation Laboratory (TL) Number027378
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure name Bid ItemNot set

Material Information

Material TypeAsphalt Binder Performance GradePG 64-10
ModifiedNo 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: 2025-06-18-80
DIME Test ID: 2025-06-18-80-1
Testing Lab: CT HQ - Sacramento Asphalt Binder Laboratory
Test Method: AASHTO T315-24: Standard Method of Test for Determining the Rheological Properties of Asphalt Binder Using a Dynamic Shear Rheometer (DSR) (Dynamic Shear)
Test Release Date: 2025-06-27

Test Results


Phase: Original binder
Input Type: Measured
Tester's full name: Luis Maca
Date of test: 06/27/2025
Test Gap: 1 mm
Test Frequency: 10.0 rad/s
Strain Amplitude: 12.00 %
Stress Amplitude: 0.182 kPa
Phase Angle (δ) (for the 10 cycles): 89.5 degree
Complex Modulus (G*) (for the 10 measurements): 1.512 kPa
Test Temperature (Specimen 1): 64.0 C
Dynamic Shear, G*/sin(δ): 1.51 kPa
General comments (publicly viewable) (Max 1000 characters): Original

Test was verified on 6/27/2025