Summary for Test 2022-05-18-59-1

Test performed: AASHTO T315-20

Project Information

Project IdentifiersProject ID: 993483
DEA: 061C4704
DIST-CO-RTE-PM06-FRE-99-15.9/20.0
Award Date02/08/2022
Closeout Date07/29/2022
Work DescriptionREMOVE CONCRETE PANELS AND REPLACE WITH HMA (TYPE A).
Location DescriptionFRESNO COUNTY IN AND NEAR FRESNO FROM 0.1 MILE NORTH OF CENTRAL AVENUE OVERCROSSING TO 0.2 MILE SOUTH OF VENTURA STREET OVERCROSSING
QA Service Level1 (Verified on 01/03/2022)

Sample Information

Sample Taken Date05/18/2022 Sample Unique Key59
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 testing06/17/2022
Sample typeDepartment Acceptance A brief description of the samplebinder
The quantity of what the sample constitutes1can From where was the sample collectedSource
First name of sampler or witnessed byN Last name of sampler or witnessed byPal
Title of sampler Telephone number of sampler
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameSJR Transportation Laboratory (TL) Number040346
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure name

Material Information

Material TypeAsphalt Binder Performance GradePG 70-10
Modified Lot number
Sublot number 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: 2022-05-18-59
DIME Test ID: 2022-05-18-59-1
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: 2022-07-26

Test Results


Phase: Original binder
Input Type: Measured
Tester's full name: Eva Torres
Date of test: 07/11/2022
Test Plate Diameter: 25 mm
Test Gap: 1 mm
Test Frequency: 10.0 rad/s
Strain Amplitude: 12.00 %
Stress Amplitude: 0.165 kPa
Phase Angle (δ) (for the 10 cycles): 89.5 degree
Complex Modulus (G*) (for the 10 measurements): 1.378 kPa
Test Temperature (Specimen 1): 70.0 C
Dynamic Shear, G*/sin(δ): 1.38 kPa
General comments (publicly viewable) (Max 1000 characters): OG

Test was verified on 7/26/2022