Download Report (pdf) Download Presentation (pptx) Northern Waters Engineering Team Student Project Manager: Ray Daniel Student […]
Download Report (PDF) Download Presentation (PPT) Team: George Cvancara, EIT, Student Project ManagerW. Ray Campbell, Student […]
Students: Tere Alonso, Darren Allen, Gabriel Gonzalez, Dominic Proefrock, and Austin Webre Faculty Advisor: Dr. Raghu […]
Our team, BHKPT Engineering, completed an intersection improvement design to the Vine Rd. and Hollywood Rd. intersection located in Wasilla.
The Alaska Department of Fish and Game (ADF&G) is interested in improving and expanding facilities at the Knik River Access Point to include trailered and non-trailered parking, public restrooms, picnic shelter, elevated boardwalk, informational signage, and the construction of a Gold Star Families Memorial Monument.
The purpose of the AMATS: Mountain Air Drive Extension project is to address safety concerns for the surrounding communities and to stimulate development in this region of Anchorage.
A WWII-era hangar located on JBER Air Force Base has been repurposed as a crash rescue facility. The existing trusses do not meet current code requirements and are not sufficient for desired roofing and insulation upgrades.
This project examines the feasibility of a hydroponic operation within a shipping container with power requirements minimized by solar panels, and with the intention of feeding underserved populations (ie: those without homes) in the Anchorage area. The goals of this project are to determine the feasibility of a grow house:
We sometimes find difficulty when attempting to fit everything we want in a limited space. In some cases, rearranging can result in wasted effort through trial and error. Although keeping a list of measurements can help, Refixture allows you to use those measurements to model a virtual room that you can modify freely.
Twenty Mile Bridge No. 634 is located near Milepost 80 of the Seward Highway, and is classified as structurally deficient. The bridge deck is in poor condition and the load rating is less than the original design load. Pier walls are cracked and vertical rebar is exposed.