Summary for Test 2022-08-10-33-1

Test performed: AASHTO T315-20

Project Information

Project IdentifiersProject ID: 993720
DEA: 061E0004
EFIS: 0621000192
DIST-CO-RTE-PM06-FRE-41-R23.7/R24.6
Award Date06/02/2022
Closeout Date10/04/2022
Work DescriptionCOLD PLANE EXISTING PAVEMENT AND REPLACE WITH HMA.
Location DescriptionFRESNO COUNTY IN FRESNO FROM 0.1 MILE SOUTH OF DIVISADERO STREET OVERCROSSING TO 0.4 MILE NORTH OF BELMONT AVENUE OVERCROSSING
QA Service Level1 (Verified on 04/11/2022)

Sample Information

Sample Taken Date08/10/2022 Sample Unique Key33
Date that the sample was received by the laboratory/organization performing the testing08/17/2022 Sample typeDepartment Acceptance
A brief description of the samplePG 70-10 The quantity of what the sample constitutes1 Can
From where was the sample collectedSource First name of sampler or witnessed byT
Last name of sampler or witnessed bySilva Title of sampler_
Telephone number of sampler Laboratory sample identification
Linked DIME Sample ID The fabricator/manufacturer/facility nameVulcan
Transportation Laboratory (TL) Number027761 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 Supplier
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: 2022-08-10-33
DIME Test ID: 2022-08-10-33-1
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: 2022-09-14

Test Results


Phase: Original binder
Input Type: Measured
Tester's full name: Erika Gonzalez
Date of test: 09/13/2022
Test Plate Diameter: 25 mm
Test Gap: 1 mm
Test Frequency: 10.0 rad/s
Strain Amplitude: 12.00 %
Stress Amplitude: 0.155 kPa
Phase Angle (δ) (for the 10 cycles): 89.5 degree
Complex Modulus (G*) (for the 10 measurements): 1.289 kPa
Test Temperature (Specimen 1): 70.0 C
Dynamic Shear, G*/sin(δ): 1.29 kPa
General comments (publicly viewable) (Max 1000 characters): OG

Test was verified on 9/14/2022 ✔