Summary for Test 2026-08-24-58-1

Test performed: AASHTO T315-24

Project Information

Project IdentifiersProject ID: 1002597
DEA: 021K0404
EFIS: 0224000045
DIST-CO-RTE-PM02-SHA-273-7/11
Award Date06/17/2026
Closeout DateNot set
Work DescriptionHappy Valley BWC
Location DescriptionNot set
QA Service Level1 (Verified on 08/31/2026)

Sample Information

Sample Taken Date08/24/2026 Sample Unique Key58
Will the laboratory/organization for which you are a member perform testing on this material sample?No Date that the sample was received by the laboratory/organization performing the testing09/03/2026
Sample typeProduction Start-Up A brief description of the sample2 cans of PG 58-22 from Albina (Klamath Falls, OR
The quantity of what the sample constitutes2, 1 quart cans From where was the sample collectedManufacturer
First name of sampler or witnessed byCynthia Last name of sampler or witnessed byBryant
Title of sampler Telephone number of sampler
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameJF Shea- Clear Creek Transportation Laboratory (TL) Number875942
Inspector Lot Number from the Transportation Laboratory (TL) Form875942 Structure unique identifier
Structure name Bid ItemNot set

Material Information

Material TypeAsphalt Binder Performance GradePG 58-22
Modified Lot number
Sublot number Tank number
Time of sample HMA SupplierJF Shea- Clear Creek
Certified Asphalt SupplierAlbina Asphalt - Klamath Falls - Klamath Falls OR MultigradeNo
Multigrade Type Asphalt Binder Mix Number
HMA Type3/4" HMA-A 23.6% RAP HMA Supplier Mix ID NumberNot on TL-101

Test Details

DIME Sample ID: 2026-08-24-58
DIME Test ID: 2026-08-24-58-1
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: 2026-09-04

Test Results


Phase: Original binder
Input Type: Measured
Tester's full name: Amare Tefera
Date of test: 09/04/2026
Test Gap: 1 mm
Test Frequency: 10.0 rad/s
Strain Amplitude: 12.06 %
Stress Amplitude: 0.230 kPa
Phase Angle (δ) (for the 10 cycles): 85.1 degree
Complex Modulus (G*) (for the 10 measurements): 1.906 kPa
Test Temperature (Specimen 1): 58.0 C
Dynamic Shear, G*/sin(δ): 1.91 kPa
General comments (publicly viewable) (Max 1000 characters): OG

Test was verified on 9/4/2026