Improve I-70

Improving I-70

Project Details

PSR Role:

MSE Wall Design Engineer

MSE Wall Supplier:

Elevate Infrastructure

Delivery:

Design-Build

PSR MSE Panel Wall Scope:

Approximately 223,000 SF across 68 walls
Segments
Columbia to Kingdom City — approximately 54,000 SF across 17 MSE panel walls
Blue Springs to Odessa — approximately 15,000 SF across 8 MSE panel walls
Warrenton to Wentzville — approximately 100,000 SF across 23 MSE panel walls, plus approximately 3,000 SF of temporary wire-faced MSE wall
Rocheport to Columbia — approximately 54,000 SF across 20 MSE panel walls

MoDOT’s Improve I-70 program is a statewide effort to reconstruct and expand nearly 200 miles of Interstate 70 between Blue Springs and Wentzville. The program is being delivered through multiple major contracts, with a primary goal of providing three lanes in each direction while modernizing the corridor’s pavement, bridges, and interchanges.

Parrish Structural Reinforcements serves as the MSE wall design engineer for Elevate Infrastructure on multiple Improve I-70 design-build segments. Across the four segments currently awarded to Elevate and PSR, our work includes approximately 223,000 square feet of permanent MSE panel walls across 68 structures, along with temporary wire-faced MSE walls.

A Program-Scale MSE Design Effort

Across the Improve I-70 program, PSR has addressed a wide range of project-specific geometry, geotechnical conditions, structural interfaces, and design criteria.

PSR’s scope includes engineering for permanent precast-panel MSE walls and temporary wire-faced MSE walls, including several conditions where conventional MSE geometry is not possible.

Limestone bedrock occurs within portions of the proposed reinforced soil zones. Where excavation into competent rock would otherwise be required to accommodate conventional reinforcement lengths, PSR has developed stable-feature MSE (SMSE) designs to address the restricted reinforcement geometry.

Other walls include acute corners and complex alignments requiring the MSE reinforcement layout and facing geometry to be developed around nonstandard conditions.

Portions of the program are also subject to seismic design requirements that required variable reinforcement lengths within the MSE walls to satisfy the applicable seismic criteria.

Subsurface conditions have introduced another layer of complexity. Shale pockets encountered within portions of the corridor required evaluation of the proposed MSE configuration in coordination with the project geotechnical engineer so that the wall design appropriately reflected the anticipated foundation and excavation conditions.

PSR continues to pursue additional Improve I-70 segments as the remaining corridor contracts are awarded.

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