Morris Engineering, Inc. (MEI) specializes in Construction Engineering. We help contractors build their projects safely, efficiently and economically. If you find yourself in need of an engineered plan that does not fit into your typical categories, MEI will welcome the challenge of finding a workable solution.
Morris Engineering, Inc. designed a rigging system to support the existing monuments on the historic 1st Street Viaduct bridge. The monuments were removed from the existing structure, and later replaced on the new widened structure, preserving the iconic look of the 1st Street Viaduct.
Morris Engineering, Inc. designed a rigging system to support the existing monuments on the historic 1st Street Viaduct bridge. The monuments were removed from the existing structure, and later replaced on the new widened structure, preserving the iconic look of the 1st Street Viaduct.
MEI designed a 500 ft long 6 span temporary pedestrian bridge. This bridge was supported by five tower bents, some of the bents exceeded 50 feet in height. This temporary bridge was designed to meet permanent bridge specifications including a seismic analysis.
MEI designed a temporary haul road for fully loaded scrappers. This haul road bridge acted as a grizzly (a screen for sorting dirt and rocks) to feed a material handling plant.
MEI designed a temporary deck support system so that the damaged steel girder below could be repaired.
MEI designed a temporary water diversion piping system for the Big Tujunga Dam. this system allowed for the discharge of water through the existing valves in the dam during the seismic retrofitting of the dam. The piping system required the sizing of the pipe and the pipe supports from the downstream side of the existing valve, down the face of the dam and out to the outlet structure 650 ft. downstream
MEI designed a temporary water diversion piping system for the Big Tujunga Dam. this system allowed for the discharge of water through the existing valves in the dam during the seismic retrofitting of the dam. The piping system required the sizing of the pipe and the pipe supports from the downstream side of the existing valve, down the face of the dam and out to the outlet structure 650 ft. downstream
MEI designed a sheet pile wall system to protect the property against erosion due to adjacent natural stream bed. The sheet pile wall system consisted of both cantilever and tie-back configurations. In addition MEI designed the decorative block wall with wrought iron fencing that surrounds the property.
MEI designed a sheet pile wall system to protect the property against erosion due to adjacent natural stream bed. The sheet pile wall system consisted of both cantilever and tie-back configurations. In addition MEI designed the decorative block wall with wrought iron fencing that surrounds the property.
MEI designed a custom 140 kip capacity wall bracket, which was installed on a concrete pier wall to support bridge falsework.
MEI designed a custom 140 kip capacity steel frame sand jack, which was installed on a 140 kip wall bracket (also designed by MEI) to support bridge falsework.
MEI designed a welded plate bracket for installation on a Cast in Steel Shell (CISS) pile, for the support of bridge falsework.
MEI designed a temporary utility support system, so that the surrounding area could be excavated as required.
MEI designed a temporary utility support system, so that the surrounding area could be excavated as required.
MEI designed a temporary utility support system, so that the surrounding area could be excavated as required.
MEI designed a temporary utility support system, so that the surrounding area could be excavated as required.
