Summary for Test 2025-09-15-33-1

Test performed: AASHTO T315-24

Project Information

Project IdentifiersProject ID: 215741
DEA: 01366004
EFIS: 0100000127
DIST-CO-RTE-PM01-HUM-101-80.0/84.0
Award Date12/29/2022
Closeout DateNot set
Work DescriptionIndianola Cutoff UC
Location DescriptionHUMBOLDT COUNTY NEAR EUREKA FROM EUREKA SLOUGH BRIDGE TO BAYSIDE CUTOFF
QA Service Level1 (Verified on 05/17/2021)

Sample Information

Sample Taken Date09/15/2025 Sample Unique Key33
Date that the sample was received by the laboratory/organization performing the testing09/17/2025 Sample typeQuality Assurance
A brief description of the sample3/4" mix. PG 64-28M The quantity of what the sample constitutes1 Can
From where was the sample collectedSource First name of sampler or witnessed byJason
Last name of sampler or witnessed byHuett Title of samplerARE
Telephone number of sampler Laboratory sample identification
Linked DIME Sample ID The fabricator/manufacturer/facility nameGRANITE
Transportation Laboratory (TL) Number00000 Inspector Lot Number from the Transportation Laboratory (TL) Form
Structure unique identifier Structure name
Bid ItemNot set

Material Information

Material TypeAsphalt Binder Performance GradePG 64-28 M
Modified Lot number
Sublot number Tank number
Time of sample HMA SupplierGranite/Kernan
Certified Asphalt SupplierValero Marketing & Supply - Benicia CA MultigradeNo
Multigrade Type Asphalt Binder Mix Number
HMA TypeNot set HMA Supplier Mix ID NumberNot set

Test Details

DIME Sample ID: 2025-09-15-33
DIME Test ID: 2025-09-15-33-1
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: 2025-09-19

Test Results


Phase: Original binder
Input Type: Measured
Tester's full name: Amare Tefera
Date of test: 09/18/2025
Test Gap: 1 mm
Test Frequency: 10.0 rad/s
Strain Amplitude: 12.06 %
Stress Amplitude: 0.130 kPa
Phase Angle (δ) (for the 10 cycles): 68.7 degree
Complex Modulus (G*) (for the 10 measurements): 1.076 kPa
Test Temperature (Specimen 1): 64.0 C
Dynamic Shear, G*/sin(δ): 1.15 kPa
General comments (publicly viewable) (Max 1000 characters): OG

Test was verified on 9/19/2025 ✔