Summary for Test 2021-10-06-14-3

Test performed: AASHTO T315-20

Project Information

Project IdentifiersProject ID: 215713
DEA: 060X3104
EFIS: 0618000052
DIST-CO-RTE-PM06-FRE-145-20.3/26.1
Award Date06/09/2021
Closeout Date07/29/2022
Work DescriptionRESURFACE WITH HMA(TYPE A) AND RHMA-G.
Location DescriptionFRESNO COUNTY NEAR KERMAN FROM KAMM AVENUE TO MANNING AVENUE
QA Service Level1 (Verified on 05/03/2021)

Sample Information

Sample Taken Date10/06/2021 Sample Unique Key14
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 testing10/08/2021
Sample typeDepartment Acceptance A brief description of the sample64-16
The quantity of what the sample constitutes1 can From where was the sample collectedManufacturer
First name of sampler or witnessed byJavier Last name of sampler or witnessed byGranite Tech
Title of sampler Telephone number of sampler
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameSan Joaquin Refinery Transportation Laboratory (TL) Number040614
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure name

Material Information

Material TypeAsphalt Binder Performance GradePG 64-16
Modified Lot number2
Sublot number15 Tank number
Time of sample HMA Supplier
Certified Asphalt SupplierSan Joaquin Refinery - Bakersfield CA MultigradeNo
Multigrade Type Asphalt Binder Mix NumberNot set

Test Details

DIME Sample ID: 2021-10-06-14
DIME Test ID: 2021-10-06-14-3
Testing Lab: CT HQ - Sacramento Asphalt Binder Laboratory
Test Method: AASHTO T315-20: Standard Method of Test for Determining the Rheological Properties of Asphalt Binder Using a Dynamic Shear Rheometer (DSR) (Dynamic Shear)
Test Release Date: 2021-10-21

Test Results


Phase: PAV residue
Input Type: Measured
Tester's full name: Erika Gonzalez
Date of test: 10/19/2021
Test Plate Diameter: 8 mm
Test Gap: 2 mm
Test Frequency: 10.0 rad/s
Strain Amplitude: 1.00 %
Stress Amplitude: 55.126 kPa
Phase Angle (δ) (for the 10 cycles): 59.8 degree
Complex Modulus (G*) (for the 10 measurements): 5512.652 kPa
Test Temperature (Specimen 1): 28.0 C
(G*) x sin(δ)=: 4764 kPa
General comments (publicly viewable) (Max 1000 characters): Per 2018 standard specifications PAV

Test was verified on 10/21/2021