Summary for Test 2021-06-03-25-4

Test performed: AASHTO T315-16

Project Information

Project IdentifiersProject ID: 215321
DEA: 060U1004
EFIS: 0615000211
DIST-CO-RTE-PM06-KER-43,119-0.1/9.3,18.2/19.7
Award Date02/02/2021
Closeout Date05/04/2022
Work DescriptionCOLD IN PLACE RECYCLING AND RESURFACING EXISTING ROADWAY WITH RHMA.
Location DescriptionKERN COUNTY NEAR BAKERSFIELD ON ROUTE 43 FROM ROUTE 119 TO 0.1 MILE NORTH OF ROUTE 58-MCKITTRICK HIGHWAY AND ON ROUTE 119 FROM ROUTE 43 TO ROUTE 119/5 SEPARATION
QA Service Level1 (Verified on 11/30/2020)

Sample Information

Sample Taken Date06/03/2021 Sample Unique Key25
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 testing06/14/2021
Sample typeAcceptance A brief description of the samplePG64-16
The quantity of what the sample constitutes1 of 1 can From where was the sample collectedSource
First name of sampler or witnessed byNOT Last name of sampler or witnessed byPROVIDED
Title of samplerGranite QC Technician Telephone number of sampler
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameGranite Bakersfield Transportation Laboratory (TL) Number751536
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure name

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 TypeNot set Asphalt Binder Mix NumberNot set

Test Details

DIME Sample ID: 2021-06-03-25
DIME Test ID: 2021-06-03-25-4
Testing Lab: CT HQ - Sacramento Asphalt Binder Laboratory
Test Method: AASHTO T315-16: Standard Method of Test for Determining the Rheological Properties of Asphalt Binder Using a Dynamic Shear Rheometer (DSR) (Dynamic Shear)
Test Release Date: 2021-06-17

Test Results


Phase: PAV residue
Input Type: Measured
Tester's full name: Eva Torres
Date of test: 06/16/2021
Test Plate Diameter: 8 mm
Test Gap: 2 mm
Test Frequency: 10.0 rad/s
Strain Amplitude: 1.00 %
Stress Amplitude: 35.819 kPa
Phase Angle (δ) (for the 10 cycles): 58.8 degree
Complex Modulus (G*) (for the 10 measurements): 3581.956 kPa
Test Temperature (Specimen 1): 28.0 C
(G*) x sin(δ)=: 3064 kPa
General comments (publicly viewable) (Max 1000 characters): Per 2018 Standard Specifications PAV

Test was verified on 6/17/2021