Summary for Test 2022-08-31-12-1

Test performed: AASHTO T315-20

Project Information

Project IdentifiersProject ID: 993193
DEA: 031H18U4
EFIS: 0321000106
DIST-CO-RTE-PM03-NEV-80-13.0/16.5
Award Date11/04/2021
Closeout Date12/14/2023
Work DescriptionROADWAY EXCAVATION, JPCP AND FURNISH POLYESTER CONCRETE OVERLAY.
Location DescriptionNEVADA COUNTY IN AND NEAR TRUCKEE FROM 0.2 MILE WEST OF DONNER PARK OVERCROSSING TO ROUTE 89/267 SEPARATION
QA Service Level1 (Verified on 08/23/2021)

Sample Information

Sample Taken Date08/31/2022 Sample Unique Key12
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 testing09/06/2022
Sample typeDepartment Acceptance A brief description of the sample3/4" HMA-SP w/ 15% RAP Oil
The quantity of what the sample constitutes1 Oil Can From where was the sample collectedJob Site
First name of sampler or witnessed byDustan Last name of sampler or witnessed byKliethermes
Title of sampler Telephone number of sampler
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameMartis Valley Transportation Laboratory (TL) Number
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure name

Material Information

Material TypeAsphalt Binder Performance GradePG 64-28
Modified Lot number1
Sublot number9 Tank number
Time of sample HMA Supplier
Certified Asphalt SupplierValero Marketing & Supply - Benicia CA MultigradeNo
Multigrade Type Asphalt Binder Mix NumberNot set

Test Details

DIME Sample ID: 2022-08-31-12
DIME Test ID: 2022-08-31-12-1
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: 2022-09-12

Test Results


Phase: Original binder
Input Type: Measured
Tester's full name: Juan Gomez
Date of test: 09/12/2022
Test Plate Diameter: 25 mm
Test Gap: 1 mm
Test Frequency: 10.0 rad/s
Strain Amplitude: 12.00 %
Stress Amplitude: 0.126 kPa
Phase Angle (δ) (for the 10 cycles): 85.9 degree
Complex Modulus (G*) (for the 10 measurements): 1.048 kPa
Test Temperature (Specimen 1): 64.0 C
Dynamic Shear, G*/sin(δ): 1.05 kPa
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 9/12/2022