Summary for Test 2022-09-21-64-1

Test performed: AASHTO T315-22

Project Information

Project IdentifiersProject ID: 993493
DEA: 100Q1224
EFIS: 1014000168
DIST-CO-RTE-PM10-MER-99-28.2/R37.3
Award Date03/30/2022
Closeout DateNot set
Work DescriptionWIDEN CONCRETE PAVEMENT LANES AND BRIDGES.
Location DescriptionMERCED COUNTY IN AND NEAR LIVINGSTON FROM 0.8 MILE SOUTH OF HAMMATT AVENUE OVERCROSSING TO STANISLAUS COUNTY LINE
QA Service Level1 (Verified on 01/10/2022)

Sample Information

Sample Taken Date09/21/2022 Sample Unique Key64
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 testing10/28/2022
Sample typeQuality Assurance A brief description of the sample2 cans
The quantity of what the sample constitutes1 From where was the sample collectedSource
First name of sampler or witnessed byT Last name of sampler or witnessed byTretz
Title of sampler Telephone number of sampler
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameTeichart hot plant Transportation Laboratory (TL) Number033817
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 number
Sublot number Tank number
Time of sample HMA Supplier
Certified Asphalt SupplierAASHTO Resource - Frederick MD MultigradeNo
Multigrade Type Asphalt Binder Mix Number

Test Details

DIME Sample ID: 2022-09-21-64
DIME Test ID: 2022-09-21-64-1
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: 2022-11-07

Test Results


Phase: Original binder
Input Type: Measured
Tester's full name: Adam Herrera
Date of test: 11/04/2022
Test Gap: 1 mm
Test Frequency: 10.0 rad/s
Strain Amplitude: 12.00 %
Stress Amplitude: 0.142 kPa
Phase Angle (δ) (for the 10 cycles): 80.9 degree
Complex Modulus (G*) (for the 10 measurements): 1.181 kPa
Test Temperature (Specimen 1): 64.0 C
Dynamic Shear, G*/sin(δ): 1.20 kPa
General comments (publicly viewable) (Max 1000 characters): OG

Test was verified on 11/7/2022