Summary for Test 2024-04-29-47-3

Test performed: AASHTO T315-22

Project Information

Project IdentifiersProject ID: 212778
DEA: 023H6504
EFIS: 0218000004
DIST-CO-RTE-PM02-SIS-5-25.2/38.6
Award Date10/13/2023
Closeout DateNot set
Work DescriptionHMA, THERMOPLASTIC TRAFFIC STRIPE, COLD PLANE AC PAVEMENT, GUARDRAIL.
Location DescriptionSISKIYOU COUNTY ABOUT 5.0 MILES NORTH OF WEED FROM NORTH EDGEWOOD OVERHEAD TO 0.2 MILE NORTH OF GRENADA OVERCROSSING
QA Service Level1 (Verified on 02/27/2019)

Sample Information

Sample Taken Date04/29/2024 Sample Unique Key47
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 testing05/06/2024
Sample typeQuality Assurance A brief description of the sampleJMF, PG58-34M
The quantity of what the sample constitutes2 cans From where was the sample collectedSource
First name of sampler or witnessed byTerry Last name of sampler or witnessed byMcGrath
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) NumberD79489
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure name

Material Information

Material TypeAsphalt Binder Performance GradePG 58-34 M
ModifiedYes 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

Test Details

DIME Sample ID: 2024-04-29-47
DIME Test ID: 2024-04-29-47-3
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: 2024-05-24

Test Results


Phase: PAV residue
Input Type: Measured
Tester's full name: Karen Sawyer
Date of test: 05/22/2024
Test Plate Diameter: 8 mm
Test Gap: 2 mm
Test Frequency: 10.0 rad/s
Strain Amplitude: 1.00 %
Stress Amplitude: 77.674 kPa
Phase Angle (δ) (for the 10 cycles): 41.7 degree
Complex Modulus (G*) (for the 10 measurements): 7728.404 kPa
Test Temperature (Specimen 1): 16.0 C
(G*) x sin(δ)=: 5141 kPa
General comments (publicly viewable) (Max 1000 characters): PAV

Test was verified on 5/24/2024