Janssen & Spaans Engineering, Inc. - jsengr.com · 9120 Harrison Park Ct. - Indianapolis, IN 46216...
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9120 Harrison Park Ct. - Indianapolis, IN 46216 - 317-254-9686 www.jsengr.com This structure is a 2600’ long, 40 span viaduct situated between the Grand Calu- met River and the City of Gary Sewage Treatment Plant. In order to expedite the permitting process and construction schedule, JSE redesigned this structure for narrower shoulders adjacent to the river to eliminate the in-water construction. A design exception for narrow shoulders was successfully applied for and the ACOE permit was no longer required because the in-water construction was eliminated. To further expedite the construction, precast bent caps were designed. This eliminated the time and effort for conventional forming and pouring, allowing each cap to be installed in one or two days instead of a week or more. Welded Wire Reinforcing was used for the bridge deck to reduce construction time and labor costs. Two lanes of traffic were maintained for the duration of the construction. “Forming the Future Since 1976” INDIANA TOLL ROAD (P3) over US 12, CSX, Norfolk & Southern Railroads PUBLIC, PRIVATE, PARTNERSHIP – BRIDGE REHAB Janssen & Spaans Engineering, Inc. Project Description Location: Gary, Indiana Owner: State of Indiana Client: Ferrovial Agroman US Corp Construction Cost: $25 Million Completion Date: 2011
Transcript of Janssen & Spaans Engineering, Inc. - jsengr.com · 9120 Harrison Park Ct. - Indianapolis, IN 46216...
9120 Harrison Park Ct. - Indianapolis, IN 46216 - 317-254-9686 www.jsengr.com
This structure is a 2600’ long, 40 span viaduct situated between the Grand Calu-met River and the City of Gary Sewage Treatment Plant. In order to expedite the permitting process and construction schedule, JSE redesigned this structure for narrower shoulders adjacent to the river to eliminate the in-water construction. A design exception for narrow shoulders was successfully applied for and the ACOE permit was no longer required because the in-water construction was eliminated.
To further expedite the construction, precast bent caps were designed. This eliminated the time and effort for conventional forming and pouring, allowing each cap to be installed in one or two days instead of a week or more. Welded Wire Reinforcing was used for the bridge deck to reduce construction time and labor costs. Two lanes of traffic were maintained for the duration of the construction.
“Forming theFuture Since1976”
INDIANA TOLL ROAD (P3)over US 12, CSX, Norfolk & Southern Railroads
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Janssen & Spaans Engineering, Inc.
Project DescriptionLocation:Gary, Indiana
Owner:State of Indiana
Client:Ferrovial Agroman US Corp
Construction Cost:$25 Million
Completion Date:2011
