Summary for Test 2024-04-22-105-3

Test performed: AASHTO T315-22

Project Information

Project IdentifiersProject ID: 1000358
DEA: 021K4804
EFIS: 0224000114
DIST-CO-RTE-PM02-PLU-70-
Award Date03/20/2024
Closeout DateNot set
Work DescriptionRemove slide and provide traffic control.
Location DescriptionNot set
QA Service Level1 (Verified on 05/29/2024)

Sample Information

Sample Taken Date04/22/2024 Sample Unique Key105
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 testing05/29/2024
Sample typeAcceptance A brief description of the samplePG 58-22 Binder
The quantity of what the sample constitutes2 Cans From where was the sample collectedSource
First name of sampler or witnessed byAndrea Last name of sampler or witnessed bySloaterman
Title of samplerARE Telephone number of sampler
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameWard Lake Hat Crk Construction Transportation Laboratory (TL) NumberC823631
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure name

Material Information

Material TypeAsphalt Binder Performance GradePG 58-22
ModifiedNo Lot number
Sublot number Tank number
Time of sample HMA SupplierWard Lake HCC
Certified Asphalt SupplierAlbina Asphalt (Klamath Falls Plant) - Klamath Falls OR MultigradeNo
Multigrade Type Asphalt Binder Mix Number

Test Details

DIME Sample ID: 2024-04-22-105
DIME Test ID: 2024-04-22-105-3
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: 2024-06-05

Test Results


Phase: PAV residue
Input Type: Measured
Tester's full name: Karen Sawyer
Date of test: 06/04/2024
Test Plate Diameter: 8 mm
Test Gap: 2 mm
Test Frequency: 10.0 rad/s
Strain Amplitude: 1.00 %
Stress Amplitude: 38.084 kPa
Phase Angle (δ) (for the 10 cycles): 48.3 degree
Complex Modulus (G*) (for the 10 measurements): 3789.308 kPa
Test Temperature (Specimen 1): 22.0 C
(G*) x sin(δ)=: 2829 kPa
General comments (publicly viewable) (Max 1000 characters): PAV

Test was verified on 6/5/2024