Summary for Test 2024-06-27-42-2

Test performed: AASHTO T315-22

Project Information

Project IdentifiersProject ID: 994671
DEA: 010H8004
EFIS: 0118000110
DIST-CO-RTE-PM01-HUM-254-4.3/4.7
Award Date03/10/2023
Closeout Date12/02/2025
Work DescriptionProject Name: Myers Flat Permanent Restoration
Location DescriptionBridge No. 04E0041
QA Service Level1 (Verified on 04/11/2023)

Sample Information

Sample Taken Date06/27/2024 Sample Unique Key42
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 testing07/01/2024
Sample typePreliminary A brief description of the sample1 can of PG 64-16 binder
The quantity of what the sample constitutes1 can of binder From where was the sample collectedSource
First name of sampler or witnessed byJamie Last name of sampler or witnessed byKelly
Title of samplerMREA Telephone number of sampler
Laboratory sample identification24-101 Linked DIME Sample ID2024-06-27-24
The fabricator/manufacturer/facility nameKernen Blue Lake Plant Transportation Laboratory (TL) NumberC972275
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 number
Sublot number Tank number
Time of sample HMA Supplier
Certified Asphalt SupplierVSS Emutech - Redding CA MultigradeNo
Multigrade Type Asphalt Binder Mix Number

Test Details

DIME Sample ID: 2024-06-27-42
DIME Test ID: 2024-06-27-42-2
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: 2024-07-09

Test Results


Phase: RTFO residue
Input Type: Measured
Tester's full name: Hamidullah Barati
Date of test: 07/02/2024
Test Gap: 1 mm
Test Frequency: 10.0 rad/s
Strain Amplitude: 10.00 %
Stress Amplitude: 0.366 kPa
Phase Angle (δ) (for the 10 cycles): 82.4 degree
Complex Modulus (G*) (for the 10 measurements): 3.644 kPa
Test Temperature (Specimen 1): 64.0 C
Dynamic Shear, G*/sin(δ): 3.68 kPa
General comments (publicly viewable) (Max 1000 characters): RTFO

Test was verified on 7/9/2024