In 2019, I graduated from UET Peshawar with a bachelor’s degree in Civil Engineering. Also, I Post graduated from UET Taxila in the discipline of Civil Engineering with specialization in Transportation Engineering in the year 2022. I’m currently employed as a Highway Design Engineer with a consulting firm with more than 02 years of experience.
| Brithday | 06-09-1996 |
|---|---|
| Call | +92-3439399063 |
| fayazrashid11@gmail.com | |
| Website | www.fayazrashid.blogspot.com |
Utilized AutoCAD to create and edit plans and cross sections. Employed AutoCAD software in the development of roadway cross-sections and transportation networks. Analyze measures of effectiveness and prepare technical reports for various traffic engineering assignments. Traffic engineering experience including trip generation, traffic projections, and traffic operations analysis. Developed and produced final contract documents including plans, specifications, cost estimates and special provisions. Developed pavement structural designs for numerous highway projects. Developed inspection and evaluation criterion utilizing AASHTO guidelines. Prepared condition, field report, and photo log. Extensively used Microsoft World, Microsoft Excel, Microsoft Power Point, Microsoft Visio for various purposes. Used Matlab and ArcGIS for related projects.
ABSTRACT:
Pakistan's transportation infrastructure is mostly reliant on road transport, and it, like most other developing countries, is grappling with the problem of goods vehicle overloading. During the last twenty-five years, traffic composition, vehicle configuration, and loading regime have all altered dramatically, with longer and heavier trucks now plying on the highways and freeways. This study examines the vehicle class distribution, truck traffic within or above permissible load limits and EALF for the N-55 highway. The truck class most prevalent on the highway were identified to be 3-axle tandem truck (47.50%) and also it was observed that 94.1% of this vehicle class carried load above permissible limits. The EALF was calculated for the different axle configuration. A damaging value of 28.9684 for 2-Axle single truck, 66.1682 for 3-Axle Tandem truck, 82.024 for 3-Axle Single truck, 33.692 for 4-Axle Single Tandem truck, 56.186 for 5-Axle Single Tridem truck, 42.788 for 5-Axle Tandem Tandem truck and 194.68 for 6-Axle Tandem Tridem truck was observed. The EALF for this study was higher than the previous studies conducted.