Summary for Test 2023-03-24-24-1

Test performed: AASHTO T315-22

Project Information

Project IdentifiersProject ID: 994509
DEA: 101R4004
EFIS: 1023000140
DIST-CO-RTE-PM10-MER,MER/MER-5,59,152-22.6/32.5
Award Date02/09/2023
Closeout Date06/26/2023
Work DescriptionNot set
Location DescriptionNot set
QA Service Level1 (Verified on 05/10/2023)

Sample Information

Sample Taken Date03/24/2023 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 testing03/29/2023
Sample typeDepartment Acceptance A brief description of the sampleAsphalt binder
The quantity of what the sample constitutes1 can of binder From where was the sample collectedManufacturer
First name of sampler or witnessed byTofael Last name of sampler or witnessed byAnwar
Title of samplerTET Telephone number of sampler
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameGeorge Reed Munn & Perkins Plant Transportation Laboratory (TL) NumberC034792
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure name

Material Information

Material TypeAsphalt Binder Performance GradePG 64-28 M
ModifiedYes Lot number1
Sublot number13 Tank number
Time of sample HMA SupplierGeorge Reed Munn & Perkins
Certified Asphalt SupplierAlbina Asphalt - Chowchilla CA MultigradeNo
Multigrade Type Asphalt Binder Mix Number

Test Details

DIME Sample ID: 2023-03-24-24
DIME Test ID: 2023-03-24-24-1
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: 2023-04-03

Test Results


Phase: Original binder
Input Type: Measured
Tester's full name: Erika Gonzalez
Date of test: 03/30/2023
Test Gap: 1 mm
Test Frequency: 10.0 rad/s
Strain Amplitude: 12.00 %
Stress Amplitude: 0.289 kPa
Phase Angle (δ) (for the 10 cycles): 67.0 degree
Complex Modulus (G*) (for the 10 measurements): 2.406 kPa
Test Temperature (Specimen 1): 64.0 C
Dynamic Shear, G*/sin(δ): 2.61 kPa
General comments (publicly viewable) (Max 1000 characters): original

Test was verified on 4/3/2023