Summary for Test 2025-11-13-33-1

Test performed: AASHTO T315-24

Project Information

Project IdentifiersProject ID: 995242
DEA: 060Y1304
EFIS: 0619000010
DIST-CO-RTE-PM06-KER-33-40.4/59.3
Award Date06/20/2024
Closeout Date09/10/2026
Work DescriptionCOLD PLANE, PLACE HMA AND RHMA-G, AND REPLACE CULVERTS.
Location DescriptionKERN COUNTY ABOUT 8 MILES NORTH OF MCKITTRICK FROM CYMRIC WASH BRIDGE TO 0.8 MILE SOUTH OF ROUTE 46
QA Service Level1 (Verified on 09/03/2024)

Sample Information

Sample Taken Date11/13/2025 Sample Unique Key33
Date that the sample was received by the laboratory/organization performing the testing11/17/2025 Sample typeQuality Assurance
A brief description of the samplePG 64-16 The quantity of what the sample constitutes1 can
From where was the sample collectedSource First name of sampler or witnessed byGranite
Last name of sampler or witnessed byQC Title of sampler
Telephone number of sampler Laboratory sample identification
Linked DIME Sample ID The fabricator/manufacturer/facility nameGranite Solari
Transportation Laboratory (TL) Number Inspector Lot Number from the Transportation Laboratory (TL) Form754833
Structure unique identifier Structure name
Bid ItemNot set

Material Information

Material TypeAsphalt Binder Performance GradePG 64-16
ModifiedNo Lot number
Sublot number Tank number
Time of sample HMA SupplierGranite Solari
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: 2025-11-13-33
DIME Test ID: 2025-11-13-33-1
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: 2025-12-03

Test Results


Phase: Original binder
Input Type: Measured
Tester's full name: Amare Tefera
Date of test: 12/01/2025
Test Gap: 1 mm
Test Frequency: 10.0 rad/s
Strain Amplitude: 12.06 %
Stress Amplitude: 0.151 kPa
Phase Angle (δ) (for the 10 cycles): 89.3 degree
Complex Modulus (G*) (for the 10 measurements): 1.250 kPa
Test Temperature (Specimen 1): 64.0 C
Dynamic Shear, G*/sin(δ): 1.25 kPa
General comments (publicly viewable) (Max 1000 characters): OG

Test was verified on 12/3/2025 ✔