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.
Provo, UT · Utah County
Engineered crossings under the Provo River, UDOT I-15, and Utah Lake shoreline paths — HDD and auger bore relocations where Provo open cut will not clear agency review.
River, highway, and railroad crossing bores in Provo address UDOT relocations on I-15, Provo River and Jordan River basin floodplain paths, and railroad agreements near the industrial belt south of University Parkway. Steerable HDD and cased auger bore keep lane closures and riparian disturbance narrower than open trench when permits allow trenchless.
Provo River 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 Provo River tributary, method selection follows agency spec and soil.
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.
Provo crossing bores begin with engineered alignment, geotech, and permit path — UDOT, railroad owners, and Provo River 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 creek-adjacent alluvium.
Utah County bench clay, Utah Lake alluvium, and Provo River fan deposits — cobble appears toward the east bench and canyon mouths.
Provo bores encounter bench clay on most residential grids, Utah Lake alluvium near the west fringe, and cobble toward east bench canyon mouths. Campus and downtown jobs may hit compacted urban fill over native clay. Lake-adjacent pulls need groundwater-aware ream staging — spring runoff raises water tables along the fringe.
Utah Lake breeze and Wasatch snowmelt push Provo crews to plan mud programs for bench clay and seasonal groundwater rise along the lake fringe and Provo River corridor.
Spring snowmelt from the Wasatch raises Provo River and Utah Lake levels — groundwater affects lake-fringe alignments. Summer heat on exposed bench lots affects crew safety and mud weight. We plan seasonal windows with campus and commercial tenant schedules.
Provo City Engineering, Utah County ROW, UDOT I-15 relocations, Utah Lake shoreline adjacency, and BYU campus owner coordination on district bores.
Provo City Engineering handles street and ROW permits inside city limits. Utah County ROW applies in unincorporated pockets. UDOT controls I-15 state corridor bores. Utah Lake shoreline work may need additional environmental review. BYU district projects add owner access and inspection coordination.
Open-cut across I-15 or active railroad ROW is rarely permitted full width. Provo River 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. Some 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