Design Alternatives
Multiple roundabout geometry alternatives were considered in the design of this project. For more information about these design alternatives considered for this project, visit the page linked below.
The intersection of McConnell Dr. and Pine Knoll Dr. is a heavily trafficked intersection on Northern Arizona University’s Flagstaff Mountain campus. It is one of the major entrances/exits to/from the campus, and currently has large volumes of vehicle, pedestrian, and bicycle traffic that must be safely and efficiently handled. The intersection currently has problems with vehicle congestion, which is exacerbated by the high volumes of pedestrian traffic. Based on these issues and a brief site investigation, it is proposed by the client that a roundabout be investigated as a potential solution to issues of this site.
This project is located at the intersection of McConnell Drive and Pine Knoll Drive on the southern end of Northern Arizona University's Flagstaff campus. Currently, the intersection is a three-way stop. Eastbound McConnell Drive consists of a through lane and a designated right turn lane. Northbound Pine Knoll Drive consists of a left turn lane and a right turn lane. Westbound McConnell Drive consists of a combination through and a left-turn lane. The intersection is approximately 150 feet east of the I-17 off-ramp and approximately 120 feet west of the bus pullout. The location of the project intersection within the Flagstaff area can be seen using the provided Google map. The project intersection is indicated with a red pin.
One of the main challenges for this project includes the proximity of the proposed site to Sinclair Wash. This cannot be encroached on and is a potential source of flooding. Any improvements must be configured to the available space and topography of the land. This includes navigating the slope south of the current intersection. Additionally, concerns of all stakeholders must be addressed, meaning congestion and safety of on-campus traffic must be ensured as well as congestion and safety immediately off-campus, namely at the adjacent I-17 freeway exit. Furthermore, the articulated busses frequently used by NAIPTA and routed directly through the intersection must be accommodated. Many of these challenges indicate the need to shift the intersection improvements south of the current intersection, which presents the challenge of re-aligning all approaches and assessing the grade of the south approach.
Multiple roundabout geometry alternatives were considered in the design of this project. For more information about these design alternatives considered for this project, visit the page linked below.
From the multiple design options considered for this project, a final design was created. For more information about the final design of this project, visit the page linked below.