Summary for Test 2023-03-22-11-1

Test performed: AASHTO T315-22

Project Information

Project IdentifiersProject ID: 994209
DEA: 010E7904
EFIS: 0115000021
Award Date12/13/2022
Closeout DateNot set
Work DescriptionProject Name: Fish Creek Bridge (Bridge No. 04-0317)
QA Service Level1 (Verified on 09/09/2022)

Sample Information

Sample Taken Date03/22/2023 Sample Unique Key11
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 testing03/24/2023
Sample typeQuality Assurance A brief description of the sampleJMF verification sample
The quantity of what the sample constitutes1 binder can From where was the sample collectedSource
First name of sampler or witnessed byBryan Last name of sampler or witnessed bySanderson
Title of sampler Telephone number of sampler
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameValero Benicia Transportation Laboratory (TL) Number972175
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure name

Material Information

Material TypeAsphalt Binder Performance GradePG 58-22
Modified Lot number
Sublot number Tank number
Time of sample HMA SupplierMercer Fraser Fortuna Plant A
Certified Asphalt SupplierValero Marketing & Supply - Benicia CA MultigradeNo
Multigrade Type Asphalt Binder Mix Number

Test Details

DIME Sample ID: 2023-03-22-11
DIME Test ID: 2023-03-22-11-1
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: 2023-03-24

Test Results

Phase: Original binder
Input Type: Measured
Tester's full name: Erika Gonzalez
Date of test: 03/24/2023
Test Gap: 1 mm
Test Frequency: 10.0 rad/s
Strain Amplitude: 12.00 %
Stress Amplitude: 0.182 kPa
Phase Angle (δ) (for the 10 cycles): 84.9 degree
Complex Modulus (G*) (for the 10 measurements): 1.514 kPa
Test Temperature (Specimen 1): 58.0 C
Dynamic Shear, G*/sin(δ): 1.52 kPa
General comments (publicly viewable) (Max 1000 characters): OG

Test was verified on 3/24/2023