Summary for Test 2021-06-25-7-4

Test performed: AASHTO T315-20

Project Information

Project IdentifiersProject ID: 215093
DEA: 101C2804
EFIS: 1014000134
DIST-CO-RTE-PM10-SJ-99-30.9/31.3
Award DateNot set
Closeout DateNot set
Work DescriptionRAISED BRIDGES, REALIGN RAMPS AND CONSTRUCT AUXILIARY LANE.
Location DescriptionSAN JOAQUIN COUNTY IN LODI FROM 0.4 MILE SOUTH OF ROUTE 12/99 SEPARATION TO 0.3 MILE SOUTH OF TURNER ROAD OVERCROSSING
QA Service Level1 (Verified on 08/21/2020)

Sample Information

Sample Taken Date06/25/2021 Sample Unique Key7
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 testing07/02/2021
Sample typeAcceptance A brief description of the samplePG64-16
The quantity of what the sample constitutes1 can From where was the sample collectedManufacturer
First name of sampler or witnessed byJ Last name of sampler or witnessed byDehoff
Title of samplerInspector Telephone number of sampler
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility namena Transportation Laboratory (TL) Numberc760575
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 number1
Sublot number1 Tank number
Time of sample HMA Supplier
Asphalt Binder SupplierValero Marketing & Supply - Benicia CA MultigradeNo
Multigrade Type HMA Design ID

Test Details

DIME Sample ID: 2021-06-25-7
DIME Test ID: 2021-06-25-7-4
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: 2021-07-07

Test Results


Phase: PAV residue
Input Type: Measured
Tester's full name: Erika Gonzalez
Date of test: 07/07/2021
Test Plate Diameter: 8 mm
Test Gap: 2 mm
Test Frequency: 10.0 rad/s
Strain Amplitude: 1.00 %
Stress Amplitude: 35.850 kPa
Phase Angle (δ) (for the 10 cycles): 49.2 degree
Complex Modulus (G*) (for the 10 measurements): 3585.061 kPa
Test Temperature (Specimen 1): 28.0 C
(G*) x sin(δ)=: 2714 kPa
General comments (publicly viewable) (Max 1000 characters): Per 2018 Standard Specifications PAV

Test was verified on 7/7/2021