Summary for Test 2021-06-04-8-6

Test performed: AASHTO T315-16

Project Information

Project IdentifiersProject ID: 215776
DEA: 061B2004
EFIS: 0620000159
MINOR: 06A2658
DIST-CO-RTE-PM06---
Award DateNot set
Closeout DateNot set
Work DescriptionNot set
Location DescriptionNot set
QA Service Level1 (Verified on 07/12/2021)

Sample Information

Sample Taken Date06/04/2021 Sample Unique Key8
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 testing06/09/2021
Sample typeAcceptance A brief description of the sampleTEST #2 Asphalt Binder
The quantity of what the sample constitutes1 can From where was the sample collectedSource
First name of sampler or witnessed byG Last name of sampler or witnessed byLitt
Title of sampler Telephone number of sampler
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameSan Joaquin Refinery Transportation Laboratory (TL) Number040384
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 number1
Sublot number3 Tank number
Time of sample HMA SupplierPapich Construction
Asphalt Binder SupplierSan Joaquin Refinery - Bakersfield CA MultigradeNo
Multigrade TypeNot set HMA Design ID

Test Details

DIME Sample ID: 2021-06-04-8
DIME Test ID: 2021-06-04-8-6
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: 2021-06-14

Test Results


Phase: PAV residue
Input Type: Measured
Tester's full name: Eva Torres
Date of test: 06/11/2021
Test Plate Diameter: 8 mm
Test Gap: 2 mm
Test Frequency: 10.0 rad/s
Strain Amplitude: 1.00 %
Stress Amplitude: 50.819 kPa
Phase Angle (δ) (for the 10 cycles): 60.9 degree
Complex Modulus (G*) (for the 10 measurements): 5081.272 kPa
Test Temperature (Specimen 1): 37.0 C
(G*) x sin(δ)=: 4440 kPa
General comments (publicly viewable) (Max 1000 characters): Per 2018 Standard Specifications PAV+3

Test was verified on 6/14/2021