Summary for Test 2026-08-24-60-1

Test performed: AASHTO T315-24

Project Information

Project IdentifiersProject ID: 1002030
DEA: 020J7604
EFIS: 0219000157
DIST-CO-RTE-PM02-TRI-3-67.7/T85.06
Award Date02/18/2026
Closeout DateNot set
Work DescriptionTangle Blue CAPM
Location DescriptionNot set
QA Service Level1 (Verified on 04/06/2026)

Sample Information

Sample Taken Date08/24/2026 Sample Unique Key60
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 collectedFabricator First name of sampler or witnessed byQA
Last name of sampler or witnessed byQA Title of samplerTESTER
Telephone number of sampler Laboratory sample identification
Linked DIME Sample ID The fabricator/manufacturer/facility nameAlbina - Klamath Falls, OR
Transportation Laboratory (TL) Number845661 Inspector Lot Number from the Transportation Laboratory (TL) Form845661
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 REDDING
Certified Asphalt SupplierAlbina Asphalt - Klamath Falls - Klamath Falls OR MultigradeNo
Multigrade Type Asphalt Binder Mix Number
HMA TypeNOT ON TL 101 HMA Supplier Mix ID NumberNOT ON TL 101

Test Details

DIME Sample ID: 2026-08-24-60
DIME Test ID: 2026-08-24-60-1
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: 0.241 kPa
Phase Angle (δ) (for the 10 cycles): 64.2 degree
Complex Modulus (G*) (for the 10 measurements): 1.995 kPa
Test Temperature (Specimen 1): 58.0 C
Dynamic Shear, G*/sin(δ): 2.22 kPa
General comments (publicly viewable) (Max 1000 characters): OG

Test was verified on 9/4/2026 ✔