Summary for Test 2026-08-21-51-1

Test performed: AASHTO T315-24

Project Information

Project IdentifiersProject ID: 1002612
DEA: 021K8704
EFIS: 0224000175
DIST-CO-RTE-PM02-SIS-5-R16.7/R17.24
Award Date06/10/2026
Closeout DateNot set
Work DescriptionVista Drive Ditch Fix
Location DescriptionNot set
QA Service Level1 (Verified on 09/04/2026)

Sample Information

Sample Taken Date08/21/2026 Sample Unique Key51
Date that the sample was received by the laboratory/organization performing the testing09/03/2026 Sample typeProduction Start-Up
A brief description of the sample58-34m The quantity of what the sample constitutes2 cans of 58-34m
From where was the sample collectedSource First name of sampler or witnessed byN/A
Last name of sampler or witnessed byN/A Title of samplertester
Telephone number of sampler Laboratory sample identification
Linked DIME Sample ID The fabricator/manufacturer/facility nameTullis inc
Transportation Laboratory (TL) Number Inspector Lot Number from the Transportation Laboratory (TL) Form845658
Structure unique identifier Structure name
Bid ItemNot set

Material Information

Material TypeAsphalt Binder Performance GradePG 58-34 M
ModifiedYes Lot number
Sublot number Tank number
Time of sample HMA SupplierTullis Inc
Certified Asphalt SupplierAlbina Asphalt - Klamath Falls - Klamath Falls OR MultigradeNo
Multigrade Type Asphalt Binder Mix Number
HMA Type3/4"HMA sp 25%rap HMA Supplier Mix ID NumberN/A

Test Details

DIME Sample ID: 2026-08-21-51
DIME Test ID: 2026-08-21-51-1
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: 2026-09-09

Test Results


Phase: Original binder
Input Type: Measured
Tester's full name: Amare Tefera
Date of test: 09/08/2026
Test Gap: 1 mm
Test Frequency: 10.0 rad/s
Strain Amplitude: 12.06 %
Stress Amplitude: 0.228 kPa
Phase Angle (δ) (for the 10 cycles): 69.6 degree
Complex Modulus (G*) (for the 10 measurements): 1.889 kPa
Test Temperature (Specimen 1): 58.0 C
Dynamic Shear, G*/sin(δ): 2.02 kPa
General comments (publicly viewable) (Max 1000 characters): OG

Test was verified on 9/9/2026 ✔