Summary for Test 2024-05-15-9-1

Test performed: AASHTO T315-22

Project Information

Project IdentifiersProject ID: 994856
DEA: 010H5604
EFIS: 0117000236
DIST-CO-RTE-PM01-HUM-299-0.0/R5.7
Award Date08/07/2023
Closeout Date11/03/2025
Work DescriptionPLACE RHMA, REPLACE ASPHALT CONCRETE, AND CONCRETE BARRIER TRANSITION.
Location DescriptionHUMBOLDT COUNTY IN AND NEAR ARCATA FROM ROUTE 299/101 SEPARATION TO 0.2 MILE EAST OF BLUE LAKE UNDERCROSSING
QA Service Level1 (Verified on 06/08/2023)

Sample Information

Sample Taken Date05/15/2024 Sample Unique Key9
Date that the sample was received by the laboratory/organization performing the testing05/17/2024 Sample typeDepartment Acceptance
A brief description of the sample1 can PG 64-16 binder The quantity of what the sample constitutes1 can binder
From where was the sample collectedSource First name of sampler or witnessed byAngela
Last name of sampler or witnessed byCook Title of samplerMaterials Tester
Telephone number of sampler Laboratory sample identification24-070
Linked DIME Sample ID The fabricator/manufacturer/facility nameKernen Blue Lake Plant
Transportation Laboratory (TL) Number972380 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
HMA TypeNot set HMA Supplier Mix ID NumberNot set

Test Details

DIME Sample ID: 2024-05-15-9
DIME Test ID: 2024-05-15-9-1
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: 2024-05-28

Test Results


Phase: Original binder
Input Type: Measured
Tester's full name: Karen Sawyer
Date of test: 05/23/2024
Test Gap: 1 mm
Test Frequency: 10.0 rad/s
Strain Amplitude: 12.00 %
Stress Amplitude: 0.173 kPa
Phase Angle (δ) (for the 10 cycles): 86.4 degree
Complex Modulus (G*) (for the 10 measurements): 1.436 kPa
Test Temperature (Specimen 1): 64.0 C
Dynamic Shear, G*/sin(δ): 1.44 kPa
General comments (publicly viewable) (Max 1000 characters): OG

Test was verified on 5/28/2024 ✔