Summary for Test 2021-08-17-19-4

Test performed: AASHTO T315-20

Project Information

Project IdentifiersProject ID: 993160
DEA: 010J3204
EFIS: 0119000009
MINOR: 01A6022
DIST-CO-RTE-PM01-MEN-128-28.1/28.1
Award DateNot set
Closeout DateNot set
Work DescriptionBoonville MS Overlay
Location DescriptionBoonville Maintenance Station
QA Service Level1 (Verified on 07/27/2021)

Sample Information

Sample Taken Date08/17/2021 Sample Unique Key19
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 testing08/20/2021
Sample typeAcceptance A brief description of the samplePG76-22M
The quantity of what the sample constitutes1 Can From where was the sample collectedSource
First name of sampler or witnessed byC Last name of sampler or witnessed byMolik
Title of samplerTET Telephone number of sampler
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameValero Transportation Laboratory (TL) Number637830
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure name

Material Information

Material TypeAsphalt Binder Performance GradePG 76-22 M
ModifiedYes Lot number
Sublot number 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: 2021-08-17-19
DIME Test ID: 2021-08-17-19-4
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: 2021-09-09

Test Results


Phase: PAV residue
Input Type: Measured
Tester's full name: Eva Torres
Date of test: 09/08/2021
Test Plate Diameter: 8 mm
Test Gap: 2 mm
Test Frequency: 10.0 rad/s
Strain Amplitude: 1.00 %
Stress Amplitude: 19.067 kPa
Phase Angle (δ) (for the 10 cycles): 47.4 degree
Complex Modulus (G*) (for the 10 measurements): 1906.491 kPa
Test Temperature (Specimen 1): 34.0 C
(G*) x sin(δ)=: 1403 kPa
General comments (publicly viewable) (Max 1000 characters): PAV

Test was verified on 9/9/2021