Duct bank under a Provo Towne Centre shopping pad
New switchgear requires conduit between vaults after asphalt is down. Steerable bore crosses the lot from offset pits — tenant parking stays open.
Provo, UT · Utah County
Electric conduit and duct bank boring for Provo commercial TI, Rocky Mountain Power relocations, and I-15 corridor rebuilds — steerable installs under hardscape in Utah County bench clay.
Electric conduit boring in Provo places duct bank, secondary, and switchgear feeds under Provo Towne Centre pads, University Avenue mixed-use blocks, and campus district hardscape when open trench would shut down tenant access. Rocky Mountain Power relocation schedules and commercial TI deadlines drive steady demand across Utah County.
Provo's congested shallow ROW — Rocky Mountain Power primary and secondary, Dominion Energy gas, Provo City Utilities, and carrier fiber — means every electric bore starts with Blue Stakes 811 tickets and potholes at paint conflicts. Directional Boring Utah sizes ream passes for conduit count, bend radius, and pull tension through bench clay.
Post-paving electrical load upgrades cannot trench a full parking aisle to reach new switchgear vaults. HDD links manholes under asphalt with pits offset from striping — curbs and landscape islands stay intact except at vault tie-ins.
Real Utah County angles — not generic statewide copy.
New switchgear requires conduit between vaults after asphalt is down. Steerable bore crosses the lot from offset pits — tenant parking stays open.
Utility upgrade stacks secondary moves under sidewalk and drive approaches. Profile avoids shallow gas and water marks.
Panel upgrade needs conduit from street transformer to garage underground. HDD preserves the drive that open trench would break up.
State widening moves duct bank under ROW with MOT and night windows. Multi-duct ream and pullback engineered upfront.
Provo electric bores begin with Blue Stakes 811 locates and Rocky Mountain Power as-built review — potholes at gas and water conflicts before pits open. Ream diameter matches conduit count and spec; vault and pull-box tie-ins are scoped for access cuts. Mud programs manage bench clay; long pulls monitor tension through Utah County 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 Provo retail pad or University Avenue sidewalk destroys pavers and landscape faster than duct boring costs. HDD wins when vaults are separated by paving, ROW is stacked with utilities, 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, bench clay, vault spacing, and UDOT permits drive price — not a flat per-foot rate.
Yes — steerable duct bank and secondary pulls with utility coordinator alignment and inspection milestones.
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, gas, 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