Summary for Test 2023-10-30-47-11

Test performed: AASHTO T315-22

Project Information

Project IdentifiersProject ID: 994264
DEA: 010H20U4
EFIS: 0122000085
DIST-CO-RTE-PM01-HUM-101-77.3/79.5
Award Date12/15/2022
Closeout DateNot set
Work DescriptionProject Name: 5th Street Combine (Description of Work: Minor Concrete, Modify Signal and HMA)
Location DescriptionHUMBOLDT COUNTY IN EUREKA AT VARIOUS LOCATIONS FROM MCCULLENS AVENUE TO 0.1 MILE NORTH OF V STREET AND WEST AVENUE NORTHBOUND
QA Service Level1 (Verified on 09/29/2022)

Sample Information

Sample Taken Date10/30/2023 Sample Unique Key47
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 testing11/06/2023
Sample typeDepartment Acceptance A brief description of the sample1 can of PG 58-22 binder
The quantity of what the sample constitutes1 can of binder From where was the sample collectedSupplier
First name of sampler or witnessed byJayce Last name of sampler or witnessed by Brown
Title of samplerTET Telephone number of sampler
Laboratory sample identification23-318 Linked DIME Sample ID
The fabricator/manufacturer/facility nameMercer Fraser Plant B 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 SupplierMercer Fraser Plant B
Certified Asphalt SupplierValero Marketing & Supply - Benicia CA MultigradeNo
Multigrade Type Asphalt Binder Mix Number

Test Details

DIME Sample ID: 2023-10-30-47
DIME Test ID: 2023-10-30-47-11
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: 2023-11-20

Test Results


Phase: Original binder
Input Type: Measured
Tester's full name: Raul Cardenas
Date of test: 11/20/2023
Test Gap: 1 mm
Test Frequency: 10.0 rad/s
Strain Amplitude: 12.00 %
Stress Amplitude: 0.791 kPa
Phase Angle (δ) (for the 10 cycles): 78.4 degree
Complex Modulus (G*) (for the 10 measurements): 6.557 kPa
Test Temperature (Specimen 1): 58.0 C
Dynamic Shear, G*/sin(δ): 6.69 kPa
General comments (publicly viewable) (Max 1000 characters): OG 3rd

Test was verified on 11/21/2023