Summary for Test 2023-05-18-36-1

Test performed: AASHTO T315-22

Project Information

Project IdentifiersProject ID: 993208
DEA: 034F38U4
EFIS: 0321000092
DIST-CO-RTE-PM03-YUB-70-16.2/25.8
Award Date11/04/2021
Closeout DateNot set
Work DescriptionWIDEN SHOULDERS AND IMPROVE CLEAR RECOVERY ZONE.
Location DescriptionYUBA COUNTY NEAR MARYSVILLE FROM 0.2 MILE NORTH OF LAURELLEN ROAD TO SOUTH HONCUT CREEK BRIDGE
QA Service Level1 (Verified on 09/10/2021)

Sample Information

Sample Taken Date05/18/2023 Sample Unique Key36
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 testing05/22/2023
Sample typeAcceptance A brief description of the samplePG58-22
The quantity of what the sample constitutes1 of 1 From where was the sample collectedJob Site
First name of sampler or witnessed byTim Last name of sampler or witnessed by(Plant QC Rep)
Title of sampler Telephone number of sampler
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameValero - Benicia, CA Transportation Laboratory (TL) Number802828
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure name

Material Information

Material TypeAsphalt Binder Performance GradePG 58-22
ModifiedNo Lot number2
Sublot number3 Tank number
Time of sample HMA Supplier
Certified Asphalt SupplierValero Marketing & Supply - Benicia CA MultigradeYes
Multigrade TypePG 58-22 / PG 58-16 Asphalt Binder Mix Number

Test Details

DIME Sample ID: 2023-05-18-36
DIME Test ID: 2023-05-18-36-1
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: 2023-05-24

Test Results


Phase: Original binder
Input Type: Measured
Tester's full name: Karen Sawyer
Date of test: 05/23/2023
Test Gap: 1 mm
Test Frequency: 10.0 rad/s
Strain Amplitude: 12.00 %
Stress Amplitude: 0.194 kPa
Phase Angle (δ) (for the 10 cycles): 85.0 degree
Complex Modulus (G*) (for the 10 measurements): 1.619 kPa
Test Temperature (Specimen 1): 58.0 C
Dynamic Shear, G*/sin(δ): 1.63 kPa
General comments (publicly viewable) (Max 1000 characters): OG

Test was verified on 5/24/2023