Summary for Test 2024-06-24-103-1

Test performed: AASHTO T315-22

Project Information

Project IdentifiersProject ID: 215542
DEA: 024H6604
EFIS: 0219000001
DIST-CO-RTE-PM02-SIS-96-60.8/93.8
Award Date10/12/2023
Closeout Date03/21/2025
Work DescriptionSIS WORKER SAFETY SHOPP
Location DescriptionSISKIYOU COUNTY AT VARIOUS LOCATIONS FROM 0.3 MILE WEST OF KLAMATH RIVER BRIDGE BR. NO. 02-0119 TO 0.8 MILE EAST OF EMPIRE CREEK
QA Service Level1 (Verified on 07/08/2021)

Sample Information

Sample Taken Date06/24/2024 Sample Unique Key103
Date that the sample was received by the laboratory/organization performing the testing07/16/2024 Sample typeProduction Start-Up
A brief description of the samplePG58-34 NON-MODIFIED BINDER The quantity of what the sample constitutes2 cans
From where was the sample collectedSource First name of sampler or witnessed byR
Last name of sampler or witnessed byMelvin Title of samplerConsultant
Telephone number of sampler Laboratory sample identification
Linked DIME Sample ID The fabricator/manufacturer/facility nameAlbina - Klamath Falls, OR
Transportation Laboratory (TL) NumberD79597 Inspector Lot Number from the Transportation Laboratory (TL) FormD79597
Structure unique identifier Structure name
Bid ItemNot set

Material Information

Material TypeAsphalt Binder Performance GradePG 58-34 M
ModifiedNo Lot number
Sublot number Tank number
Time of sample HMA SupplierJF SHEA FAWNDALE
Certified Asphalt SupplierAlbina Asphalt (Klamath Falls Plant) - Klamath Falls OR MultigradeNo
Multigrade Type Asphalt Binder Mix Number
HMA TypeNot set HMA Supplier Mix ID NumberNot set

Test Details

DIME Sample ID: 2024-06-24-103
DIME Test ID: 2024-06-24-103-1
Testing Lab: CT HQ - Sacramento Asphalt Binder Laboratory
Test Method: AASHTO T315-22: Standard Method of Test for Determining the Rheological Properties of Asphalt Binder Using a Dynamic Shear Rheometer (DSR) (Dynamic Shear)
Test Release Date: 2024-07-26

Test Results


Phase: Original binder
Input Type: Measured
Tester's full name: Hamidullah Barati
Date of test: 07/22/2024
Test Gap: 1 mm
Test Frequency: 10.0 rad/s
Strain Amplitude: 12.00 %
Stress Amplitude: 0.141 kPa
Phase Angle (δ) (for the 10 cycles): 83.5 degree
Complex Modulus (G*) (for the 10 measurements): 1.167 kPa
Test Temperature (Specimen 1): 58.0 C
Dynamic Shear, G*/sin(δ): 1.17 kPa
General comments (publicly viewable) (Max 1000 characters): OG

Test was verified on 7/26/2024 ✔