Summary for Test 2024-05-09-70-1

Test performed: AASHTO T315-22

Project Information

Project IdentifiersProject ID: 1000359
DEA: 021K6404
EFIS: 0224000148
DIST-CO-RTE-PM02-SHA-299-60/67.8
Award DateNot set
Closeout Date09/23/2025
Work DescriptionPerform dig-out without traffic control
Location DescriptionNot set
QA Service Level1 (Verified on 05/29/2024)

Sample Information

Sample Taken Date05/09/2024 Sample Unique Key70
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 testing05/29/2024
Sample typeAcceptance A brief description of the samplePG 58-22 Binder
The quantity of what the sample constitutes2 Cans From where was the sample collectedSource
First name of sampler or witnessed byTran Last name of sampler or witnessed byTran
Title of samplerConsultant Telephone number of sampler
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameJF Shea Fawndale Transportation Laboratory (TL) NumberC858012
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 SupplierJF SHEA FAWNDALE
Certified Asphalt SupplierValero Marketing & Supply - Benicia CA MultigradeNo
Multigrade Type Asphalt Binder Mix Number

Test Details

DIME Sample ID: 2024-05-09-70
DIME Test ID: 2024-05-09-70-1
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: 2024-06-03

Test Results


Phase: Original binder
Input Type: Measured
Tester's full name: Juan Gomez
Date of test: 06/03/2024
Test Gap: 1 mm
Test Frequency: 10.0 rad/s
Strain Amplitude: 12.00 %
Stress Amplitude: 0.164 kPa
Phase Angle (δ) (for the 10 cycles): 86.0 degree
Complex Modulus (G*) (for the 10 measurements): 1.362 kPa
Test Temperature (Specimen 1): 58.0 C
Dynamic Shear, G*/sin(δ): 1.37 kPa
General comments (publicly viewable) (Max 1000 characters): OG

Test was verified on 6/3/2024