Summary for Test 2024-07-14-24-1

Test performed: AASHTO T315-22

Project Information

Project IdentifiersProject ID: 994975
DEA: 034H0704
EFIS: 0318000158
DIST-CO-RTE-PM03-NEV-20-R12.2/20.0
Award Date10/26/2023
Closeout Date07/15/2025
Work DescriptionCOLD PLANE AND OVERLAY, INSTALL CURED-IN-PLACE PIPELINERS.
Location DescriptionNEVADA COUNTY IN AND NEAR GRASS VALLEY AND NEVADA CITY FROM ROUTE 20/49 SEPARATION TO 0.1 MILE EAST OF CELIO ROAD
QA Service Level1 (Verified on 08/28/2023)

Sample Information

Sample Taken Date07/14/2024 Sample Unique Key24
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 testing08/12/2024
Sample typeVerification A brief description of the sample3/4" HMA-SP w/ 25% RAP, PG 64-16
The quantity of what the sample constitutes1 Can From where was the sample collectedSource
First name of sampler or witnessed byDustin Last name of sampler or witnessed byKliethermes
Title of sampler Telephone number of sampler
Laboratory sample identification3920 Linked DIME Sample ID
The fabricator/manufacturer/facility nameTeichert Perkins Transportation Laboratory (TL) Number
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure name Bid ItemNot set

Material Information

Material TypeAsphalt Binder Performance GradePG 64-16
ModifiedNo Lot number2
Sublot number1 Tank number
Time of sample HMA SupplierTeichert Hallwood
Certified Asphalt SupplierPacific Northwest Oil - Stockton CA MultigradeNo
Multigrade Type Asphalt Binder Mix Number

Test Details

DIME Sample ID: 2024-07-14-24
DIME Test ID: 2024-07-14-24-1
Testing Lab: CT HQ - Sacramento Asphalt Binder Laboratory
Test Method: AASHTO T315-22: Standard Method of Test for Determining the Rheological Properties of Asphalt Binder Using a Dynamic Shear Rheometer (DSR) (Dynamic Shear)
Test Release Date: 2024-08-15

Test Results


Phase: Original binder
Input Type: Measured
Tester's full name: Hamidullah Barati
Date of test: 08/15/2024
Test Gap: 1 mm
Test Frequency: 10.0 rad/s
Strain Amplitude: 12.00 %
Stress Amplitude: 0.151 kPa
Phase Angle (δ) (for the 10 cycles): 85.9 degree
Complex Modulus (G*) (for the 10 measurements): 1.254 kPa
Test Temperature (Specimen 1): 64.0 C
Dynamic Shear, G*/sin(δ): 1.26 kPa
General comments (publicly viewable) (Max 1000 characters): ORIGINAL

Test was verified on 8/15/2024