Summary for Test 2026-06-25-101-3

Test performed: AASHTO T315-24

Project Information

Project IdentifiersProject ID: 1001940
DEA: 023J52U4
EFIS: 0225000084
DIST-CO-RTE-PM02-TEH-36-15.7/16.4
Award Date01/12/2026
Closeout Date09/25/2026
Work DescriptionHorse Gulch Combined
Location DescriptionNot set
QA Service Level1 (Verified on 02/04/2026)

Sample Information

Sample Taken Date06/25/2026 Sample Unique Key101
Date that the sample was received by the laboratory/organization performing the testing07/01/2026 Sample typeQuality Assurance
A brief description of the sample2 CANS OF BINDER The quantity of what the sample constitutes2, 1 QUART CANS
From where was the sample collectedSource First name of sampler or witnessed byC
Last name of sampler or witnessed byBRYANT Title of sampler
Telephone number of sampler Laboratory sample identification080205
Linked DIME Sample ID2026-06-25-85 The fabricator/manufacturer/facility nameJF SHEA CLEAR CREEK
Transportation Laboratory (TL) Number Inspector Lot Number from the Transportation Laboratory (TL) Form875927
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 TypeNot set HMA Supplier Mix ID NumberNot set

Test Details

DIME Sample ID: 2026-06-25-101
DIME Test ID: 2026-06-25-101-3
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: 2026-07-15

Test Results


Phase: PAV residue
Input Type: Measured
Tester's full name: Erik Svensson
Date of test: 07/15/2026
Test Plate Diameter: 8 mm
Test Gap: 2 mm
Test Frequency: 10.0 rad/s
Strain Amplitude: 1.01 %
Stress Amplitude: 49.078 kPa
Phase Angle (δ) (for the 10 cycles): 46.2 degree
Complex Modulus (G*) (for the 10 measurements): 4883.126 kPa
Test Temperature (Specimen 1): 22.0 C
(G*) x sin(δ)=: 3524 kPa
General comments (publicly viewable) (Max 1000 characters): PAV

Test was verified on 7/15/2026 ✔