Summary for Test 2022-10-12-54-1

Test performed: AASHTO T315-22

Project Information

Project IdentifiersProject ID: 993699
DEA: 032G3604
EFIS: 0321000117
DIST-CO-RTE-PM03-GLE-45-13.0/17.2
Award Date06/02/2022
Closeout Date07/26/2023
Work DescriptionROADWAY EXCAVATION, HMA (TYPE A) AND CLASS 2 AB.
Location DescriptionGLENN COUNTY NEAR HAMILTON CITY FROM 0.5 MILE NORTH OF BAYLISS BLUE GUM ROAD TO ROAD 29
QA Service Level1 (Verified on 04/05/2022)

Sample Information

Sample Taken Date10/12/2022 Sample Unique Key54
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 testing11/09/2022
Sample typeDepartment Acceptance A brief description of the samplePG64-16
The quantity of what the sample constitutes1 Quart Can From where was the sample collectedJob Site
First name of sampler or witnessed byQ Last name of sampler or witnessed byL
Title of sampler Telephone number of sampler
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameTeichert Hallwood Transportation Laboratory (TL) Number802335
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 number1
Sublot number1 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: 2022-10-12-54
DIME Test ID: 2022-10-12-54-1
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: 2022-11-22

Test Results


Phase: Original binder
Input Type: Measured
Tester's full name: Erika Gonzalez
Date of test: 11/18/2022
Test Gap: 1 mm
Test Frequency: 10.0 rad/s
Strain Amplitude: 12.00 %
Stress Amplitude: 0.191 kPa
Phase Angle (δ) (for the 10 cycles): 84.7 degree
Complex Modulus (G*) (for the 10 measurements): 1.594 kPa
Test Temperature (Specimen 1): 64.0 C
Dynamic Shear, G*/sin(δ): 1.60 kPa
General comments (publicly viewable) (Max 1000 characters): original

Test was verified on 11/22/2022