Summary for Test 2024-05-01-90-1

Test performed: AASHTO T315-22

Project Information

Project IdentifiersProject ID: 993253
DEA: 033F0604
EFIS: 0312000052
DIST-CO-RTE-PM03-GLE-162-76.3/78.6
Award Date02/02/2022
Closeout DateNot set
Work DescriptionNot set
Location DescriptionNot set
QA Service Level1 (Verified on 04/08/2022)

Sample Information

Sample Taken Date05/01/2024 Sample Unique Key90
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 testing06/27/2024
Sample typeAcceptance A brief description of the sample3/4" HMA-A w/ 15%RAP
The quantity of what the sample constitutes1 Can From where was the sample collectedJob Site
First name of sampler or witnessed byBrad Last name of sampler or witnessed byMcKeehan
Title of samplerTET Telephone number of sampler
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameTeichert Hallwood Transportation Laboratory (TL) NumberC 802918
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 number6 Tank number
Time of sample HMA Supplier
Certified Asphalt SupplierValero Marketing & Supply - Benicia CA MultigradeNo
Multigrade Type Asphalt Binder Mix Number

Test Details

DIME Sample ID: 2024-05-01-90
DIME Test ID: 2024-05-01-90-1
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: 2024-07-08

Test Results


Phase: Original binder
Input Type: Measured
Tester's full name: Hamidullah Barati
Date of test: 07/01/2024
Test Gap: 1 mm
Test Frequency: 10.0 rad/s
Strain Amplitude: 12.00 %
Stress Amplitude: 0.143 kPa
Phase Angle (δ) (for the 10 cycles): 86.4 degree
Complex Modulus (G*) (for the 10 measurements): 1.188 kPa
Test Temperature (Specimen 1): 64.0 C
Dynamic Shear, G*/sin(δ): 1.19 kPa
General comments (publicly viewable) (Max 1000 characters): OG

Test was verified on 7/8/2024