Summary for Test 2022-05-17-28-2

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 Date05/17/2022 Sample Unique Key28
Date that the sample was received by the laboratory/organization performing the testing05/20/2022 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 byNoah
Last name of sampler or witnessed byNoah Title of sampler
Telephone number of sampler Laboratory sample identification
Linked DIME Sample ID The fabricator/manufacturer/facility nameSJR
Transportation Laboratory (TL) Number040344 Inspector Lot Number from the Transportation Laboratory (TL) Form
Structure unique identifier Structure name
Bid ItemNot set

Material Information

Material TypeAsphalt Binder Performance GradePG 70-10
ModifiedNo Lot number
Sublot number Tank number
Time of sample HMA SupplierVulcan Ashlan
Certified Asphalt SupplierSan Joaquin Refinery - Bakersfield CA MultigradeNo
Multigrade Type Asphalt Binder Mix NumberNot set
HMA TypeNot set HMA Supplier Mix ID NumberNot set

Test Details

DIME Sample ID: 2022-05-17-28
DIME Test ID: 2022-05-17-28-2
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: 2022-05-31

Test Results


Phase: RTFO residue
Input Type: Measured
Tester's full name: Eva Torres
Date of test: 05/23/2022
Test Plate Diameter: 25 mm
Test Gap: 1 mm
Test Frequency: 10.0 rad/s
Strain Amplitude: 10.00 %
Stress Amplitude: 0.261 kPa
Phase Angle (δ) (for the 10 cycles): 88.7 degree
Complex Modulus (G*) (for the 10 measurements): 2.614 kPa
Test Temperature (Specimen 1): 70.0 C
Dynamic Shear, G*/sin(δ): 2.61 kPa
General comments (publicly viewable) (Max 1000 characters): RTFO

Test was verified on 5/31/2022 ✔