Summary for Test 2026-06-10-67-1

Test performed: AASHTO T315-24

Project Information

Project IdentifiersProject ID: 994859
DEA: 021H5904
EFIS: 0216000025
DIST-CO-RTE-PM02-SIS-96-43.5,57.0
Award Date08/07/2023
Closeout DateNot set
Work DescriptionREPLACE CULVERTS WITH BRIDGES, STREAMBED RESTORATION, & LANDSCAPING.
Location DescriptionSISKIYOU COUNTY AT AND NEAR HAPPY CAMP AT 0.8 MILE WEST OF GORDON\\\\'S FERRY ROAD AND AT PORTUGUESE CREEK
QA Service Level1 (Verified on 08/10/2023)

Sample Information

Sample Taken Date06/10/2026 Sample Unique Key67
Date that the sample was received by the laboratory/organization performing the testing06/22/2026 Sample typeQuality Assurance
A brief description of the sample2 CANS OF BINDER The quantity of what the sample constitutes2, 1 quart cans of binder
From where was the sample collectedSource First name of sampler or witnessed byJ
Last name of sampler or witnessed byDelgado Title of sampler
Telephone number of sampler Laboratory sample identification080224
Linked DIME Sample ID The fabricator/manufacturer/facility nameJF SHEA
Transportation Laboratory (TL) Number876973 Inspector Lot Number from the Transportation Laboratory (TL) Form876973
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 SupplierJF SHEA
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: 2026-06-10-67
DIME Test ID: 2026-06-10-67-1
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: 2026-06-24

Test Results


Phase: Original binder
Input Type: Measured
Tester's full name: Amare Tefera
Date of test: 06/23/2026
Test Gap: 1 mm
Test Frequency: 10.0 rad/s
Strain Amplitude: 12.06 %
Stress Amplitude: 0.710 kPa
Phase Angle (δ) (for the 10 cycles): 57.2 degree
Complex Modulus (G*) (for the 10 measurements): 5.891 kPa
Test Temperature (Specimen 1): 58.0 C
Dynamic Shear, G*/sin(δ): 7.01 kPa
General comments (publicly viewable) (Max 1000 characters): OG

Test was verified on 6/24/2026 ✔