Summary for Test 2024-05-08-20-3

Test performed: AASHTO T315-22

Project Information

Project IdentifiersProject ID: 994532
DEA: 010E8904
EFIS: 0115000043
DIST-CO-RTE-PM01-HUM-101,299-88.3,0.0
Award Date04/21/2023
Closeout Date08/21/2025
Work DescriptionArcata 101 Merge Improvements
Location DescriptionHUMBOLDT COUNTY IN ARCATA AT ROUTE 299/101 SEPARATION
QA Service Level1 (Verified on 04/25/2023)

Sample Information

Sample Taken Date05/08/2024 Sample Unique Key20
Will the laboratory/organization for which you are a member perform testing on this material sample?No Date that the sample was received by the laboratory/organization performing the testing05/09/2024
Sample typeDepartment Acceptance A brief description of the sample1 can PG 64-16
The quantity of what the sample constitutes1 can binder From where was the sample collectedSource
First name of sampler or witnessed byJason Last name of sampler or witnessed byHuett
Title of samplerTET Telephone number of sampler
Laboratory sample identification24-063 Linked DIME Sample ID
The fabricator/manufacturer/facility nameKernen Blue Lake Plant Transportation Laboratory (TL) Number972273
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure name Bid ItemNot set

Material Information

Material TypeAsphalt Binder Performance GradePG 64-16
ModifiedNo Lot number
Sublot number Tank number
Time of sample HMA Supplier
Certified Asphalt SupplierVSS Emutech - Redding CA MultigradeNo
Multigrade Type Asphalt Binder Mix Number

Test Details

DIME Sample ID: 2024-05-08-20
DIME Test ID: 2024-05-08-20-3
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: 2024-05-16

Test Results


Phase: PAV residue
Input Type: Measured
Tester's full name: Karen Sawyer
Date of test: 05/15/2024
Test Plate Diameter: 8 mm
Test Gap: 2 mm
Test Frequency: 10.0 rad/s
Strain Amplitude: 1.00 %
Stress Amplitude: 36.256 kPa
Phase Angle (δ) (for the 10 cycles): 47.7 degree
Complex Modulus (G*) (for the 10 measurements): 3607.361 kPa
Test Temperature (Specimen 1): 28.0 C
(G*) x sin(δ)=: 2668 kPa
General comments (publicly viewable) (Max 1000 characters): PAV

Test was verified on 5/16/2024