Summary for Test 2021-07-22-31-6

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 Date03/02/2022
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 Date07/22/2021 Sample Unique Key31
Date that the sample was received by the laboratory/organization performing the testing07/30/2021 Sample typeDepartment Acceptance
A brief description of the samplePG 64-16 The quantity of what the sample constitutes1 can
From where was the sample collectedSource 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 nameSan Joaquin Refinery
Transportation Laboratory (TL) Numberc772205 Inspector Lot Number from the Transportation Laboratory (TL) Form
Structure unique identifier Structure name
Bid ItemNot set

Material Information

Material TypeAsphalt Binder Performance GradePG 64-16
ModifiedNo Lot number
Sublot number Tank number
Time of sample HMA SupplierGranite
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: 2021-07-22-31
DIME Test ID: 2021-07-22-31-6
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: 2021-08-10

Test Results


Phase: PAV residue
Input Type: Measured
Tester's full name: Eva Torres
Date of test: 08/03/2021
Test Plate Diameter: 8 mm
Test Gap: 2 mm
Test Frequency: 10.0 rad/s
Strain Amplitude: 1.00 %
Stress Amplitude: 41.875 kPa
Phase Angle (δ) (for the 10 cycles): 62.1 degree
Complex Modulus (G*) (for the 10 measurements): 4187.111 kPa
Test Temperature (Specimen 1): 31.0 C
(G*) x sin(δ)=: 3700 kPa
General comments (publicly viewable) (Max 1000 characters): Per 2018 Standard Specifications PAV+3

Test was verified on 8/10/2021 ✔