UDOT utility relocation under I-15 near Lehi Main Street
Widening stacks multi-utility relocations under state ROW. HDD narrows lane closure footprint — MOT, night windows, and permit calendars scoped before mobilization.
Lehi, UT · Utah County
Engineered crossings under Utah Lake fringe, UDOT I-15, and SR-92 paths — HDD and auger bore relocations where Lehi open cut will not clear agency review.
River, highway, and railroad crossing bores in Lehi address UDOT relocations on I-15, Utah Lake fringe floodplain paths, and railroad agreements near the industrial belt along the I-15 corridor. Steerable HDD and cased auger bore keep lane closures and riparian disturbance narrower than open trench when permits allow trenchless.
Utah Lake fringe 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 near Thanksgiving Point, method selection follows agency spec and fringe 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.
Lehi crossing bores begin with engineered alignment, geotech, and permit path — UDOT, railroad owners, and Utah Lake fringe 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 fringe clay.
North Utah County bench clay, Dry Creek alluvium, and compacted fill on Silicon Slopes tech-campus pads — cobble toward Traverse Mountain.
Lehi bores encounter bench clay on most residential grids, Dry Creek alluvium on east-side alignments, and cobble toward Traverse Mountain. Tech-campus fill over native clay adds compaction variables. Silicon Slopes trunk bores at depth may hit cobble lenses without proper bit selection.
Utah County bench winds and tech-campus dust push Lehi crews to plan mud programs for bench clay and TI-schedule windows around Silicon Slopes construction traffic.
Tech-campus construction traffic influences staging windows on corridor jobs. Spring Dry Creek runoff raises groundwater on east-side alignments. Summer heat on exposed campus pads affects crew safety — we plan seasonal windows with TI deadlines.
Lehi City Engineering, Utah County ROW, UDOT I-15 Silicon Slopes relocations, and Dry Creek floodplain on east-side alignments.
Lehi City Engineering handles street and ROW permits. Utah County ROW applies on outer edges toward Saratoga Springs. UDOT controls I-15 Silicon Slopes corridor bores — expect MOT and tight schedule windows. Dry Creek floodplain work may need additional review.
Open-cut across I-15 or active railroad ROW is rarely permitted full width. Utah Lake fringe 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