Summary for Test 2023-06-19-38-6

Test performed: AASHTO T315-22

Project Information

Project IdentifiersProject ID: 994936
DEA: 051P1604
EFIS: 0521000179
DIST-CO-RTE-PM05---
Award DateNot set
Closeout DateNot set
Work DescriptionNot set
Location DescriptionNot set
QA Service Level1 (Verified on 06/28/2023)

Sample Information

Sample Taken Date06/19/2023 Sample Unique Key38
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 testing06/29/2023
Sample typeQuality Assurance A brief description of the samplePSU, Asphalt Binder Sample
The quantity of what the sample constitutes1 can From where was the sample collectedSource
First name of sampler or witnessed byIssac Last name of sampler or witnessed byC
Title of samplerTET Telephone number of sampler
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameSierra Facific Transportation Laboratory (TL) Number023298
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure name Bid ItemNot set

Material Information

Material TypeAsphalt Binder Performance GradePG 64-16
Modified Lot number1
Sublot number1 Tank number
Time of sample HMA SupplierSierra Pacific
Certified Asphalt SupplierSan Joaquin Refinery - Bakersfield CA MultigradeNo
Multigrade Type Asphalt Binder Mix Number

Test Details

DIME Sample ID: 2023-06-19-38
DIME Test ID: 2023-06-19-38-6
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: 2023-07-07

Test Results


Phase: PAV residue
Input Type: Measured
Tester's full name: Raul Cardenas
Date of test: 07/06/2023
Test Plate Diameter: 8 mm
Test Gap: 2 mm
Test Frequency: 10.0 rad/s
Strain Amplitude: 1.00 %
Stress Amplitude: 38.577 kPa
Phase Angle (δ) (for the 10 cycles): 64.5 degree
Complex Modulus (G*) (for the 10 measurements): 3857.653 kPa
Test Temperature (Specimen 1): 31.0 C
(G*) x sin(δ)=: 3482 kPa
General comments (publicly viewable) (Max 1000 characters): pav

Test was verified on 7/7/2023