Summary for Test 2023-07-13-34-1

Test performed: AASHTO T315-22

Project Information

Project IdentifiersProject ID: 215744
DEA: 033H93U4
EFIS: 0321000091
DIST-CO-RTE-PM03-YUB,BUT-70-25.5/25.8,0.0/3.8
Award Date07/15/2021
Closeout DateNot set
Work DescriptionWIDEN ROADWAY & SHOULDER, ADD TURN LANES & CONSTRUCT BRIDGE.
Location DescriptionYUBA AND BUTTE COUNTIES ABOUT 11 MILES NORTH OF MARYSVILLE FROM 0.8 MILE NORTH OF CHANDLER ROAD TO 0.2 MILE SOUTH OF EAST GRIDLEY ROAD
QA Service Level1 (Verified on 05/20/2021)

Sample Information

Sample Taken Date07/13/2023 Sample Unique Key34
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 testing07/18/2023
Sample typeDepartment Acceptance A brief description of the samplePG 64-16 Valero
The quantity of what the sample constitutes1 Can From where was the sample collectedJob Site
First name of sampler or witnessed byTony Last name of sampler or witnessed byGranados
Title of samplerplants qc Telephone number of sampler
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameTeichert Hallwood Transportation Laboratory (TL) Number803109
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure name

Material Information

Material TypeAsphalt Binder Performance GradePG 64-16
ModifiedNo 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: 2023-07-13-34
DIME Test ID: 2023-07-13-34-1
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: 2023-08-01

Test Results


Phase: Original binder
Input Type: Measured
Tester's full name: Raul Cardenas
Date of test: 07/27/2023
Test Gap: 1 mm
Test Frequency: 10.0 rad/s
Strain Amplitude: 12.00 %
Stress Amplitude: 0.154 kPa
Phase Angle (δ) (for the 10 cycles): 85.5 degree
Complex Modulus (G*) (for the 10 measurements): 1.276 kPa
Test Temperature (Specimen 1): 64.0 C
Dynamic Shear, G*/sin(δ): 1.28 kPa
General comments (publicly viewable) (Max 1000 characters): OG

Test was verified on 8/1/2023