Switchgear duct bank under a University Avenue retail pad
Post-TI electrical load requires duct from the vault to new gear across the lot. Steerable bore under asphalt keeps the parking aisle open during construction.
Provo, UT · Utah County
Electric conduit and duct bank boring for Rocky Mountain Power underground programs, University Avenue commercial TI, and I-15 corridor relocations — steerable pulls under Provo hardscape without full-width trenching.
Electric conduit boring in Provo places duct bank and primary/secondary runs under parking structures, brick sidewalks, and UDOT ROW when open trench would shut down tenant access or strip new streetscape. Rocky Mountain Power underground conversion projects and commercial switchgear upgrades drive steady demand across University Avenue, the Provo Bench, and State Street.
Provo's shallow stack — existing Rocky Mountain Power primary, Provo City water, Dominion Energy gas, and carrier fiber — requires Blue Stakes 811 tickets and potholes at every paint conflict before pits open. Directional Boring Utah sizes ream passes for your conduit count, vault spacing, and pull length through Wasatch clay and intermittent cobble.
Post-paving tenant improvement on University Avenue pads cannot trench a full parking aisle to reach new switchgear. HDD links manholes and pull boxes under asphalt with pits offset from striping — pavers stay intact except at vault connections.
Real Utah County angles — not generic statewide copy.
Post-TI electrical load requires duct from the vault to new gear across the lot. Steerable bore under asphalt keeps the parking aisle open during construction.
Underground conversion replaces overhead tap in a narrow alley with brick walks. HDD avoids stripping the full alley width.
State widening stacks Rocky Mountain Power primary relocations under ROW. Permits, MOT, and night windows precede multi-duct pullback.
Commercial expansion requires duct between buildings under pedestrian sidewalks. Profile avoids shallow gas and water loops.
Provo electric bores start with locate paint and Rocky Mountain Power as-built review — Blue Stakes 811 before pits, hand digging at conflicts. Ream diameter matches conduit count and bend radius; pull boxes and vault tie-ins are scoped for access cuts. Mud programs manage Wasatch clay; long pulls monitor tension through Provo fill.
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 a University Avenue retail pad or new State Street streetscape destroys pavers and landscape faster than duct bank boring costs. HDD wins when vaults are separated by paving, ROW is congested, or UDOT limits trench width.
Duct count, vault spacing, asphalt restoration, traffic control, inspection time.
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.
Conduit count, length, voltage class, soil, vault spacing, and UDOT permits drive price — not a flat per-foot rate.
Yes — we align with utility spec, pull tension limits, and inspection hold points on conversion corridors.
Ream size and pull tension are engineered for your duct count. Confirmed before mobilization with your electrical engineer.
Often yes — offset pits and steerable path under the slab. Vault or pull-box tie-ins may need a small pavement cut.
Blue Stakes 811 with remark tickets and potholes at stacked Rocky Mountain Power, water, and telecom marks — built into schedule lead time.
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