Summary for Test 2024-05-13-18-6

Test performed: AASHTO T315-22

Project Information

Project IdentifiersProject ID: 214579
DEA: 010B0904
EFIS: 0100020444
DIST-CO-RTE-PM01-DN-101-8.2/8.7
Award Date04/21/2020
Closeout Date12/02/2025
Work DescriptionPanther Creek & Hunter Creek Bridges
Location DescriptionDEL NORTE COUNTY NEAR KLAMATH AT PANTHER CREEK BRIDGE AND AT HUNTER CREEK BRIDGE
QA Service Level1 (Verified on 03/02/2020)

Sample Information

Sample Taken Date05/13/2024 Sample Unique Key18
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 testing05/14/2024
Sample typeDepartment Acceptance A brief description of the samplePG-64-16 binder -1/2" HMA-A
The quantity of what the sample constitutes1 can of 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 identification24-066 Linked DIME Sample ID
The fabricator/manufacturer/facility nameMercer Fraser Boyd Road Transportation Laboratory (TL) Number637130
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 SupplierValero Marketing & Supply - Benicia CA MultigradeNo
Multigrade Type Asphalt Binder Mix Number

Test Details

DIME Sample ID: 2024-05-13-18
DIME Test ID: 2024-05-13-18-6
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: 2024-06-19

Test Results


Phase: Original binder
Input Type: Measured
Tester's full name: Karen Sawyer
Date of test: 05/15/2024
Test Gap: 1 mm
Test Frequency: 10.0 rad/s
Strain Amplitude: 12.00 %
Stress Amplitude: 0.261 kPa
Phase Angle (δ) (for the 10 cycles): 84.3 degree
Complex Modulus (G*) (for the 10 measurements): 2.163 kPa
Test Temperature (Specimen 1): 64.0 C
Dynamic Shear, G*/sin(δ): 2.17 kPa
General comments (publicly viewable) (Max 1000 characters): 2nd Test

Test was verified on 6/19/2024