Summary for Test 2024-06-28-80-2

Test performed: AASHTO T315-22

Project Information

Project IdentifiersProject ID: 212498
DEA: 021H5204
EFIS: 0217000009
DIST-CO-RTE-PM02-SIS-3,263-48.5/49.7 - 49.41
Award Date08/04/2022
Closeout Date09/30/2025
Work DescriptionRoadway Rehabilitation
Location Description02-Sis-3, 263-R46.8/R48.0, 49.07/49.41
QA Service Level1 (Verified on 06/06/2017)

Sample Information

Sample Taken Date06/28/2024 Sample Unique Key80
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 testing07/16/2024
Sample typeProduction Start-Up A brief description of the sampleAsphalt Binder PG 58-22
The quantity of what the sample constitutes2 cans From where was the sample collectedSource
First name of sampler or witnessed byR Last name of sampler or witnessed byMelvin
Title of samplerConsultant Telephone number of sampler
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameJF Shea Fawndale Transportation Laboratory (TL) NumberC972009
Inspector Lot Number from the Transportation Laboratory (TL) FormD79624 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 Supplier
Certified Asphalt SupplierValero Marketing & Supply - Benicia CA MultigradeNo
Multigrade Type Asphalt Binder Mix Number

Test Details

DIME Sample ID: 2024-06-28-80
DIME Test ID: 2024-06-28-80-2
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: 2024-07-25

Test Results


Phase: RTFO residue
Input Type: Measured
Tester's full name: Hamidullah Barati
Date of test: 07/19/2024
Test Gap: 1 mm
Test Frequency: 10.0 rad/s
Strain Amplitude: 10.00 %
Stress Amplitude: 0.370 kPa
Phase Angle (δ) (for the 10 cycles): 80.6 degree
Complex Modulus (G*) (for the 10 measurements): 3.685 kPa
Test Temperature (Specimen 1): 58.0 C
Dynamic Shear, G*/sin(δ): 3.74 kPa
General comments (publicly viewable) (Max 1000 characters): RTFO

Test was verified on 7/25/2024