Summary for Test 2021-08-12-12-4

Test performed: AASHTO T315-20

Project Information

Project IdentifiersProject ID: 215075
DEA: 060Q9104
EFIS: 0614000005
DIST-CO-RTE-PM06-TUL-99-19.2/19.8
Award DateNot set
Closeout DateNot set
Work DescriptionBRIDGE DECK AND OUTSIDE GIRDER REPLACEMENT.
Location DescriptionTULARE COUNTY NEAR TIPTON FROM 0.3 MILE SOUTH TO 0.3 MILE NORTH OF AVENUE 152 OVERCROSSING
QA Service Level1 (Verified on 07/28/2020)

Sample Information

Sample Taken Date08/12/2021 Sample Unique Key12
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 testing08/17/2021
Sample typeAcceptance A brief description of the samplePG64-10
The quantity of what the sample constitutes1 of 1 cans From where was the sample collectedManufacturer
First name of sampler or witnessed byB Last name of sampler or witnessed byLathan
Title of samplerLab tech Telephone number of sampler
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameSan Joaquin Refinery Transportation Laboratory (TL) Numberc056257
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure name

Material Information

Material TypeAsphalt Binder Performance GradePG 64-10
ModifiedNo Lot number2
Sublot number7 Tank number
Time of sample HMA SupplierGranite Coalinga
Asphalt Binder SupplierSan Joaquin Refinery - Bakersfield CA MultigradeNo
Multigrade Type HMA Design ID

Test Details

DIME Sample ID: 2021-08-12-12
DIME Test ID: 2021-08-12-12-4
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: 2021-08-30

Test Results


Phase: PAV residue
Input Type: Measured
Tester's full name: Erika Gonzalez
Date of test: 08/24/2021
Test Plate Diameter: 8 mm
Test Gap: 2 mm
Test Frequency: 10.0 rad/s
Strain Amplitude: 1.00 %
Stress Amplitude: 42.782 kPa
Phase Angle (δ) (for the 10 cycles): 66.7 degree
Complex Modulus (G*) (for the 10 measurements): 4278.184 kPa
Test Temperature (Specimen 1): 31.0 C
(G*) x sin(δ)=: 3929 kPa
General comments (publicly viewable) (Max 1000 characters): Per 2018 Standard Specifications PAV

Test was verified on 8/30/2021