Summary for Test 2021-08-10-28-4

Test performed: AASHTO T315-20

Project Information

Project IdentifiersProject ID: 215579
DEA: 061A9504
EFIS: 0620000144
DIST-CO-RTE-PM06-KER-46;65,65-51.2/57.8;0.8/6.9
Award Date04/27/2021
Closeout DateNot set
Work DescriptionCOLD PLANE PAVEMENT AND PLACE RHMA (GAP GRADED).
Location DescriptionKERN COUNTY ON ROUTE 46 FROM NORTH JUNCTION ROUTE 43 TO ROUTE 46/99 SEPARATION AND ON ROUTE 65 FROM 0.1 MILE NORTH OF 7TH STANDARD ROAD TO 0.1 MILE NORTH OF MERCED AVENUE.
QA Service Level1 (Verified on 03/22/2021)

Sample Information

Sample Taken Date08/10/2021 Sample Unique Key28
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 testing08/20/2021
Sample typeAcceptance A brief description of the samplePG 64-16
The quantity of what the sample constitutes1 can From where was the sample collectedManufacturer
First name of sampler or witnessed bygranite Last name of sampler or witnessed bygranite
Title of sampler Telephone number of sampler
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameGranite tank at plant Transportation Laboratory (TL) Number771141
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 number
Sublot number Tank number
Time of sample HMA Supplier
Asphalt Binder SupplierSan Joaquin Refinery - Bakersfield CA MultigradeNo
Multigrade Type HMA Design ID

Test Details

DIME Sample ID: 2021-08-10-28
DIME Test ID: 2021-08-10-28-4
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: 2021-09-07

Test Results


Phase: PAV residue
Input Type: Measured
Tester's full name: Erika Gonzalez
Date of test: 08/31/2021
Test Plate Diameter: 8 mm
Test Gap: 2 mm
Test Frequency: 10.0 rad/s
Strain Amplitude: 1.00 %
Stress Amplitude: 51.304 kPa
Phase Angle (δ) (for the 10 cycles): 58.3 degree
Complex Modulus (G*) (for the 10 measurements): 5130.421 kPa
Test Temperature (Specimen 1): 28.0 C
(G*) x sin(δ)=: 4365 kPa
General comments (publicly viewable) (Max 1000 characters): Per 2018 standard specifications PAV

Test was verified on 9/7/2021