Summary for Test 2022-10-18-39-1

Test performed: AASHTO T315-22

Project Information

Project IdentifiersProject ID: 993297
DEA: 010F8204
EFIS: 0116000067
DIST-CO-RTE-PM01-HUM-101-R90.1/109.6
Award Date01/27/2022
Closeout Date03/04/2024
Work DescriptionPLACE RHMA-G AND HMA (TYPE A).
Location DescriptionIN HUMBOLDT COUNTY IN AND NEAR TRINIDAD FROM 1.3 MILES SOUTH OF SCHOOL ROAD OVERCROSSING TO 0.4 MILE NORTH OF BIG LAGOON BRIDGE
QA Service Level1 (Verified on 10/12/2021)

Sample Information

Sample Taken Date10/18/2022 Sample Unique Key39
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 testing10/20/2022
Sample typeDepartment Acceptance A brief description of the samplebinder 64-16
The quantity of what the sample constitutes1 Can From where was the sample collectedSource
First name of sampler or witnessed byR Last name of sampler or witnessed byWerner
Title of sampler Telephone number of sampler
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameMercer Fraser Fortuna Plant B / Valero Benicia Transportation Laboratory (TL) Number026731
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure name

Material Information

Material TypeAsphalt Binder Performance GradePG 64-16
Modified 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: 2022-10-18-39
DIME Test ID: 2022-10-18-39-1
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: 2022-10-26

Test Results


Phase: Original binder
Input Type: Measured
Tester's full name: Erika Gonzalez
Date of test: 10/24/2022
Test Gap: 1 mm
Test Frequency: 10.0 rad/s
Strain Amplitude: 12.00 %
Stress Amplitude: 0.184 kPa
Phase Angle (δ) (for the 10 cycles): 85.1 degree
Complex Modulus (G*) (for the 10 measurements): 1.535 kPa
Test Temperature (Specimen 1): 64.0 C
Dynamic Shear, G*/sin(δ): 1.54 kPa
General comments (publicly viewable) (Max 1000 characters): OG

Test was verified on 10/26/2022