Summary for Test 2023-06-06-63-3

Test performed: AASHTO T315-22

Project Information

Project IdentifiersProject ID: 994919
DEA: 023J8304
EFIS: 0222000088
DIST-CO-RTE-PM02-SIS-3-38.1/R45
Award Date03/09/2023
Closeout Date10/06/2023
Work DescriptionAsphalt rubber chip seal and replace AC surfacing.
Location DescriptionSISKIYOU COUNTY NEAR FORT JONES FROM 0.1 MILE SOUTH OF PEACH ORCHARD ROAD TO 1.3 MILES SOUTH OF LAURA LANE.
QA Service Level1 (Verified on 08/10/2023)

Sample Information

Sample Taken Date06/06/2023 Sample Unique Key63
Date that the sample was received by the laboratory/organization performing the testing06/21/2023 Sample typeVerification
A brief description of the samplePG58-22 The quantity of what the sample constitutes2 OF 2 CANS
From where was the sample collectedSource First name of sampler or witnessed byC
Last name of sampler or witnessed byK Title of sampler
Telephone number of sampler Laboratory sample identification
Linked DIME Sample ID The fabricator/manufacturer/facility nameAlbina - Klamath Falls, OR
Transportation Laboratory (TL) Number Inspector Lot Number from the Transportation Laboratory (TL) Form
Structure unique identifier Structure name
Bid ItemNot set

Material Information

Material TypeAsphalt Binder Performance GradePG 58-22
ModifiedNo Lot number
Sublot number Tank number
Time of sample HMA Supplier
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: 2023-06-06-63
DIME Test ID: 2023-06-06-63-3
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: 2023-07-07

Test Results


Phase: PAV residue
Input Type: Measured
Tester's full name: Karen Sawyer
Date of test: 07/06/2023
Test Plate Diameter: 8 mm
Test Gap: 2 mm
Test Frequency: 10.0 rad/s
Strain Amplitude: 1.00 %
Stress Amplitude: 35.536 kPa
Phase Angle (δ) (for the 10 cycles): 45.3 degree
Complex Modulus (G*) (for the 10 measurements): 3553.548 kPa
Test Temperature (Specimen 1): 22.0 C
(G*) x sin(δ)=: 2526 kPa
General comments (publicly viewable) (Max 1000 characters): PAV

Test was verified on 7/7/2023 ✔