Summary for Test 2021-10-07-111-3

Test performed: AASHTO T315-20

Project Information

Project IdentifiersProject ID: 215308
DEA: 09360704
EFIS: 0914000003
DIST-CO-RTE-PM09-MNO-395-R6.9/T9.6
Award Date02/04/2021
Closeout Date01/23/2023
Work DescriptionPLACE HMA, ROADWAY EXCAVATION AND CONSTRUCT CONCRETE BARRIER.
Location DescriptionMONO COUNTY NEAR TOM'S PLACE FROM 2.4 MILES SOUTH OF LOWER ROCK CREEK ROAD TO 0.3 MILE NORTH OF LOWER ROCK CREEK ROAD
QA Service Level1 (Verified on 04/23/2021)

Sample Information

Sample Taken Date10/07/2021 Sample Unique Key111
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 testing11/16/2021
Sample typeDepartment Acceptance A brief description of the sample58-34M
The quantity of what the sample constitutes1 OF 1 From where was the sample collectedJob Site
First name of sampler or witnessed byQ.C Last name of sampler or witnessed byQ.C
Title of samplerSTAFF Telephone number of sampler
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility namegranite Transportation Laboratory (TL) Number661815
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure name

Material Information

Material TypeAsphalt Binder Performance GradePG 58-34 M
ModifiedYes Lot number
Sublot number Tank number
Time of sample HMA Supplier
Certified Asphalt SupplierSan Joaquin Refinery - Bakersfield CA MultigradeNo
Multigrade Type Asphalt Binder Mix NumberNot set

Test Details

DIME Sample ID: 2021-10-07-111
DIME Test ID: 2021-10-07-111-3
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: 2021-12-03

Test Results


Phase: PAV residue
Input Type: Measured
Tester's full name: Eva Torres
Date of test: 12/01/2021
Test Plate Diameter: 8 mm
Test Gap: 2 mm
Test Frequency: 10.0 rad/s
Strain Amplitude: 1.00 %
Stress Amplitude: 25.851 kPa
Phase Angle (δ) (for the 10 cycles): 47.5 degree
Complex Modulus (G*) (for the 10 measurements): 2585.163 kPa
Test Temperature (Specimen 1): 16.0 C
(G*) x sin(δ)=: 1906 kPa
General comments (publicly viewable) (Max 1000 characters): Per 2018 Standard Specifications PAV

Test was verified on 12/3/2021