RAIL

Disciplines: Hydrology & Hydraulics, Survey, Floodplain Permitting

This project was located in Eastern Wisconsin and initially considered a standard replacement project. Following the site survey, the project was upgraded to emergency status due to separation of the concrete pipe culvert joints and subsequent embankment failure.

Requirements: Initially, a standard hydrologic and hydraulic culvert analysis was required. However, once upgraded to emergency status, the design timeline was greatly accelerated and became Coldwater Engineering’s top priority.

Strategy/Approach: During the site survey, Coldwater Engineering’s hydraulic engineers identified critical design elements and captured required hydraulic cross sections. A residence was located just upstream of the culvert system, creating the possibility of low water damage. Once the project was upgraded to emergency status, our hydraulic engineers were able to adjust project priorities and advise the client on the replacement structure as well as floodplain permitting requirements while construction crews mobilized to the site. Hydraulic calculations were performed using 1-D HEC-RAS and design plans were produced within a very small timeframe. In addition, concerns about creating a low water damage scenario to the upstream residence were avoided through proper structure sizing. Because Coldwater Engineering’s professionals are, above all else, hydraulic engineers, this fast-track design was easily taken from survey to submittal with little to no delays.

Disciplines: Hydrology & Hydraulics, Survey, Floodplain Permitting

Waco Bridges 889.88 and 963.07 are located in the heart of Texas. These projects posed challenging hydrologic and hydraulic design elements. Coincidental occurrence intervals, expansive floodplains, channel incisions, difficult survey conditions, scour vulnerability, limited stream gage data, and upstream storage reservoirs where among the challenges faced.

Requirements: Due to the age of the structures, a partial replacement of Bridge 889.88 and a full replacement of Bridge 963.07 were required to maintain Class I railroad standards. Coldwater Engineering was required to size recommended replacement structures that minimized constructibility concerns while satisfying regulatory requirements.

Strategy/Approach: LiDAR, public open records, Atlas 14, and available soil data were collected very early in the design. This allowed Coldwater Engineering to identify crucial design elements prior to the site survey, allowing staff to maximize efficiency while in the field. Regional familiarity and experience allowed project engineers to develop design discharges that compared well to neighboring studies. Similarly, an efficient hydraulic analysis allowed for alternative designs to be considered without modifying the budget.

Disciplines: Hydrology & Hydraulics, Survey, Environmental Permitting

La Grande Bridge 266.31 is located within the Blue Mountains of northeast Oregon. Effectively accessing this remote location and overcoming difficult field conditions were required to keep this project on budget. During Bridge 266.31’s field trip, Coldwater Engineering’s staff was able to survey other nearby projects, thereby reducing travel costs.

Requirements: In addition to the hydrology and hydraulic analysis, Coldwater Engineering was tasked with environmental permitting. Native migratory fish requirements required a comprehensive approach to the design and permitting process in order to avoid project delays. Additionally, the potential for wetlands existed, requiring a wetland delineation to be performed.

Strategy/Approach: Coldwater Engineering’s project leaders effectively collaborated, ensuring Bridge 266.31 and other nearby sites could be completed on schedule. Effective communication between engineering and scientific staff resulted in environmental concerns being addressed before finalizing the design. Replacement recommendations were presented that satisfied both the client’s design criteria and regulatory requirements.