Switchgear duct bank under a Jordan Landing retail pad
Post-TI electrical load requires duct from the vault to new gear across the lot. Steerable bore under asphalt keeps the truck court open during construction.
West Jordan, UT · Salt Lake County
Electric conduit and duct bank boring for Rocky Mountain Power underground programs, Jordan Landing commercial TI, and Bangerter corridor relocations — steerable pulls under West Jordan hardscape without full-width trenching.
Electric conduit boring in West Jordan 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 Jordan Landing, Oquirrh Shadows, and Bangerter Highway.
West Jordan's shallow stack — existing Rocky Mountain Power primary, 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 Jordan Landing pads cannot trench a full truck court 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 Salt Lake 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 truck court 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.
West Jordan 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 West Jordan fill.
Southwest Salt Lake Valley lake-bed clay, Oquirrh bench alluvial fans, and compacted fill on Mountain View Corridor redevelopments.
West Jordan bores hit expansive lake-bed clay on most residential grids and alluvial fan cobble toward the Oquirrh bench. Mountain View Corridor fill over native clay adds compaction risk without proper mud weight. East-side alignments near Jordan River tributaries need groundwater-aware ream staging in spring.
Southwest valley heat and inversion moisture push West Jordan crews to plan mud weight for lake-bed clay and summer lightning holds on exposed retail pads.
Summer heat on exposed southwest valley pads affects crew safety and mud performance. Spring runoff raises groundwater on east-side alignments near Jordan River tributaries. Winter inversion moisture softens clay ROW — we communicate seasonal windows with your schedule.
West Jordan Public Works, Salt Lake County ROW, UDOT Mountain View Corridor and Bangerter relocations, and Jordan River tributary drainage on east-side alignments.
West Jordan Public Works handles permits inside city limits. UDOT Mountain View Corridor authority controls state corridor bores. Salt Lake County ROW applies on outer edges. HOA communities in Oquirrh Shadows and West Ridge require restoration plans — trenchless reduces yard damage but not architectural review.
Open-cut across a Jordan Landing retail pad or new Oquirrh Shadows 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