UDOT utility relocation under I-15 near University Parkway
Widening stacks multi-utility relocations under state ROW. HDD narrows lane closure footprint — MOT, night windows, and permit calendars scoped before mobilization.
Orem, UT · Utah County
Engineered crossings under Utah Lake, UDOT I-15, and Jordan River paths — HDD and auger bore relocations where Orem open cut will not clear agency review.
River, highway, and railroad crossing bores in Orem address UDOT relocations on I-15, Utah Lake and Jordan River floodplain paths, and railroad agreements near the industrial belt along University Parkway. Steerable HDD and cased auger bore keep lane closures and riparian disturbance narrower than open trench when permits allow trenchless.
Utah Lake crossings combine seasonal high water, alluvial sand, and Utah County floodplain rules — alignment and mud programs are engineered for groundwater and buoyancy on long HDPE pulls. UDOT MOT plans and railroad flagging windows often drive calendar months before steel enters the ground.
Directional Boring Utah scopes crossing work with geotech, permit path, and utility stack review upfront — not from a residential per-foot template. Whether your obstacle is I-15 frontage, a rail spur, or a Utah Lake tributary, method selection follows agency spec and Wasatch clay geology.
Real Utah County angles — not generic statewide copy.
Widening stacks multi-utility relocations under state ROW. HDD narrows lane closure footprint — MOT, night windows, and permit calendars scoped before mobilization.
Floodplain and bank stability favor bored installation. Mud weight and pullback plan account for seasonal groundwater and alluvial sand.
Railroad template requires steel casing, flagging, and installation windows. Lead time exceeds physical jack duration — agreements scoped in the quote.
Combined UDOT ROW, shallow Rocky Mountain Power primary, and commercial access roads. Engineered profile and casing spec follow owner and agency detail.
Orem crossing bores begin with engineered alignment, geotech, and permit path — UDOT, railroad owners, and Utah Lake floodplain where applicable. Rig class and casing approach follow span, diameter, and soil; MOT and flagging precede pit work. Pilot, ream, and pullback are monitored for buoyancy on lake-adjacent alluvium through Wasatch clay.
North Utah County bench clay, Utah Lake alluvium on the west fringe, and compacted fill along University Parkway corridor redevelopments.
Orem bores encounter bench clay on most residential grids and Utah Lake alluvium near the west fringe. University Parkway corridor fill over native clay adds compaction variables. Lake-adjacent pulls need buoyancy-aware ream staging when spring runoff raises groundwater.
Utah Lake wind and bench snowmelt push Orem crews to plan seasonal groundwater windows on lake-fringe alignments and mud programs for bench clay.
Utah Lake wind and spring runoff affect west-fringe groundwater. Summer heat on University Parkway pads affects crew safety. We plan seasonal windows with commercial tenant and HOA restoration schedules.
Orem City Public Works, Utah County ROW, UDOT I-15 and University Parkway relocations, and Utah Lake shoreline adjacency on west-side paths.
Orem City Public Works handles street and ROW permits. Utah County ROW applies on outer edges toward Lindon. UDOT controls I-15 and University Parkway state bores. Utah Lake shoreline work may need additional review on west-side alignments.
Open-cut across I-15 or active railroad ROW is rarely permitted full width. Utah Lake open trenching triggers floodplain and bank stability review — trenchless is default when agencies allow.
Length, diameter, groundwater, environmental windows, flagging, engineering, inspection.
You share plans or describe the problem; we confirm alignment, depth, access, and which trenchless method fits Utah soils.
Blue Stakes 811 ticket filed; wait period before pits open unless your permit path differs. We pothole where marks conflict.
Bore plan, UDOT or city ROW permits, railroad agreements, and crossing engineering when the path leaves private property.
Compact spread for tight Millcreek lots; larger HDD for I-15 or I-80 relocations — matched to length and diameter.
Steered pilot on design line, ream passes sized for your pipe or casing, fluid program tuned for clay or sandstone.
HDPE fusion, steel casing, or multi-duct bundle pulled with tension and bend-radius monitoring.
Pressure test, mandrel, or survey records for owners, inspectors, and operators as spec requires.
Compact pits, replace sod or hardscape per scope, leave Blue Stakes ticket and locate map in your project file.
UDOT MOT and utility agreements often need weeks to months. Quote includes permit scope and realistic calendar.
Yes — engineered HDD or cased bore with floodplain awareness, mud programs for alluvium, and seasonal groundwater planning.
Railroad spec often dictates casing pushes. Curved HDPE without casing may favor HDD when template allows — we review your engineer's method note.
Higher groundwater and alluvial soils change shoring, mud weight, and schedule. Spring runoff alignments need seasonal awareness.
Span, diameter, soil, dewatering, UDOT and railroad permits, MOT, and casing drive price — send alignment for an engineered estimate.
24/7 — Emergency dispatch statewide. Tell us entry, exit, pipe size, and county — a bore specialist calls back with cost drivers, not a flat rate.
Scope your alignment
Step 1 of 2 — path, pipe, and city first