Summary for Test 2025-07-29-75-2

Test performed: AASHTO T315-24

Project Information

Project IdentifiersProject ID: 995524
DEA: 021H3604
EFIS: 0216000040
DIST-CO-RTE-PM02-SIS-96-76.8/78.0
Award Date03/22/2024
Closeout DateNot set
Work DescriptionREPLACE BRIDGE.
Location DescriptionSISKIYOU COUNTY NEAR HORSE CREEK FROM 0.4 MILE WEST OF KLAMATH RIVER BRIDGE TO 2.0 MILES WEST OF KOHL CREEK
QA Service Level1 (Verified on 12/27/2023)

Sample Information

Sample Taken Date07/29/2025 Sample Unique Key75
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 testing08/13/2025
Sample typeQuality Assurance A brief description of the samplePG 58-34 non-modified
The quantity of what the sample constitutes2 cans From where was the sample collectedSource
First name of sampler or witnessed byG Last name of sampler or witnessed byGiuntoli
Title of samplerConsultant Telephone number of sampler
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameTullis Inc. - Northstate Asphalt (Redding CA) Transportation Laboratory (TL) Number823569
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure name Bid ItemNot set

Material Information

Material TypeAsphalt Binder Performance GradePG 58-34
ModifiedNo Lot number
Sublot number Tank number
Time of sample HMA SupplierTullis Inc
Certified Asphalt SupplierValero Marketing & Supply - Benicia CA MultigradeNo
Multigrade Type Asphalt Binder Mix Number

Test Details

DIME Sample ID: 2025-07-29-75
DIME Test ID: 2025-07-29-75-2
Testing Lab: Atlas - Denver
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: 2025-09-05

Test Results


Phase: RTFO residue
Input Type: Measured
Tester's full name: Atlas
Date of test: 08/27/2025
Test Gap: 1 mm
Test Frequency: 10.0 rad/s
Strain Amplitude: 10.05 %
Stress Amplitude: 0.432 kPa
Phase Angle (δ) (for the 10 cycles): 67.2 degree
Complex Modulus (G*) (for the 10 measurements): 4.301 kPa
Test Temperature (Specimen 1): 58.0 C
Dynamic Shear, G*/sin(δ): 4.67 kPa
General comments (publicly viewable) (Max 1000 characters): RTFO

Test was verified on 9/5/2025