Summary for Test 2026-06-25-85-1

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 DateNot set
Work DescriptionHorse Gulch Combined
Location DescriptionNot set
QA Service Level1 (Verified on 02/04/2026)

Sample Information

Sample Taken Date06/25/2026 Sample Unique Key85
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 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 ID
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

Test Details

DIME Sample ID: 2026-06-25-85
DIME Test ID: 2026-06-25-85-1
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: 2026-07-02

Test Results


Phase: Original binder
Input Type: Measured
Tester's full name: Raul Cardenas
Date of test: 07/02/2026
Test Gap: 1 mm
Test Frequency: 10.0 rad/s
Strain Amplitude: 12.06 %
Stress Amplitude: 0.261 kPa
Phase Angle (δ) (for the 10 cycles): 85.1 degree
Complex Modulus (G*) (for the 10 measurements): 2.167 kPa
Test Temperature (Specimen 1): 58.0 C
Dynamic Shear, G*/sin(δ): 2.17 kPa
General comments (publicly viewable) (Max 1000 characters): OG

Test File Attachments

File NameExtensionFile SizeDate UploadedTest IDActions
2026-06-25-85Fpdf258.61 KB07/02/20262026-06-25-85-1   Info

Test was verified on 7/2/2026