Summary for Test 2021-04-14-15-5

Test performed: AASHTO T315-16

Project Information

Project IdentifiersProject ID: 213583
DEA: 060H2004
EFIS: 0612000157
DIST-CO-RTE-PM06-TUL-201,216-12.5,21.2,18.7
Award Date11/29/2018
Closeout Date11/29/2021
Work DescriptionBRIDGE WIDENING, UPGRADE LANES AND OUTSIDE SHOULDERS.
Location DescriptionTULARE COUNTY NEAR CUTLER ON ROUTE 201 AT SAND CREEK BRIDGE AND AT FRIANT KERN CANAL BRIDGE AND NEAR WOODLAKE ON ROUTE 216 AT KAWEAH RIVER BRIDGE
QA Service Level1 (Verified on 09/25/2018)

Sample Information

Sample Taken Date04/14/2021 Sample Unique Key15
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 testing04/20/2021
Sample typeAcceptance A brief description of the sampleAsphalt Binder
The quantity of what the sample constitutes1 of 1 Can From where was the sample collectedOther
First name of sampler or witnessed byBrandon Last name of sampler or witnessed byNot Provided
Title of samplerVulcan Tech Telephone number of sampler
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameVulcan Fresno Transportation Laboratory (TL) Number816157
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure name

Material Information

Material TypeAsphalt Binder Performance GradePG 70-10
ModifiedNo Lot number3
Sublot number2 Tank number
Time of sample HMA SupplierVulcan Materials
Certified Asphalt SupplierSan Joaquin Refinery - Bakersfield CA MultigradeNo
Multigrade TypeNot set Asphalt Binder Mix NumberNot set

Test Details

DIME Sample ID: 2021-04-14-15
DIME Test ID: 2021-04-14-15-5
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: 2021-04-29

Test Results


Phase: PAV residue
Input Type: Measured
Tester's full name: Eva Torres
Date of test: 04/28/2021
Test Plate Diameter: 8 mm
Test Gap: 2 mm
Test Frequency: 10.0 rad/s
Strain Amplitude: 1.00 %
Stress Amplitude: 43.620 kPa
Phase Angle (δ) (for the 10 cycles): 61.2 degree
Complex Modulus (G*) (for the 10 measurements): 4361.593 kPa
Test Temperature (Specimen 1): 37.0 C
(G*) x sin(δ)=: 3822 kPa
General comments (publicly viewable) (Max 1000 characters): PAV+3

Test was verified on 4/29/2021