UDOT casing under an I-15 University Parkway approach
State template requires steel casing with internal carrier and grouting. Drive pit shoring and MOT windows set the calendar — not the jack footage alone.
Orem, UT · Utah County
Jack and bore casing under Orem I-15 approaches and Utah Lake outfall structures — straight pushes when UDOT specs and Utah County templates require steel carrier protection in Wasatch clay.
Auger boring in Orem fits UDOT highway approaches, storm outfall crossings near Utah Lake, and straight alignments under Center Street building footprints where a steerable path is unnecessary but casing is mandatory. Drive and reception pits are shored for Wasatch clay; casing segments jack on line and grade while spoil is removed mechanically.
I-15 interchange work and Utah Lake levee-adjacent projects often specify jack and bore with welded casing inspection — HDD may be ruled out by template or owner spec. Directional Boring Utah scopes pit dewatering, groundwater handling, and flagging holds that can exceed the jack duration on University Parkway corridor jobs.
Horizontal directional drilling in Orem handles curves and long HDPE pulls; auger bore wins when the engineer draws a straight casing run under an I-15 approach slab or embankment fill near the Utah Lake fringe. We align method with your plan set before quoting — not after the rig is on site.
Real Utah County angles — not generic statewide copy.
State template requires steel casing with internal carrier and grouting. Drive pit shoring and MOT windows set the calendar — not the jack footage alone.
Straight RCP push under slope where open cut would breach bank stability. Groundwater handling scoped with Utah County floodplain review.
Short rigid carrier protection under retail-adjacent hardscape where HDD profile tolerance is tighter than jack-and-bore grade control on a 60-foot push.
UDOT detail calls for shared casing with dividers for future telecom and electric — auger bore sets the shell; internal pulls follow inspection milestones.
Auger bore in Orem starts with pit layout on survey line — locates cleared, shoring designed for Wasatch clay sidewalls, and dewatering if Utah Lake groundwater enters the drive pit. Casing segments advance with a rotating head; welding inspection and UDOT hold points follow agency templates. Reception pit exposes the face for carrier install and grout per Utah County detail.
North Utah County bench clay, Utah Lake alluvium on the west fringe, and compacted fill along University Parkway corridor redevelopments.
Orem bores encounter bench clay on most residential grids and Utah Lake alluvium near the west fringe. University Parkway corridor fill over native clay adds compaction variables. Lake-adjacent pulls need buoyancy-aware ream staging when spring runoff raises groundwater.
Utah Lake wind and bench snowmelt push Orem crews to plan seasonal groundwater windows on lake-fringe alignments and mud programs for bench clay.
Utah Lake wind and spring runoff affect west-fringe groundwater. Summer heat on University Parkway pads affects crew safety. We plan seasonal windows with commercial tenant and HOA restoration schedules.
Orem City Public Works, Utah County ROW, UDOT I-15 and University Parkway relocations, and Utah Lake shoreline adjacency on west-side paths.
Orem City Public Works handles street and ROW permits. Utah County ROW applies on outer edges toward Lindon. UDOT controls I-15 and University Parkway state bores. Utah Lake shoreline work may need additional review on west-side alignments.
Jack and bore keeps I-15 pavement width and Utah Lake bank vegetation intact on short straight obstacles. Curved HDPE sewer pulls without casing usually shift to HDD. Open-cut across active UDOT ROW is rarely permitted compared to cased bore templates.
Casing size, drive length, pit depth, groundwater, rail or highway flagging, and welding 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.
Casing templates and straight alignments favor auger bore. Curved paths or long HDPE without casing favor HDD. We review your engineer's method note before quoting.
Physical jacking may finish in days; UDOT agreements and inspection holds often drive weeks-to-months lead. Quote includes MOT scope.
Running sand and cobble without dewatering can stall progress. Test pits and geotech reduce mid-job surprises in variable fill near Utah Lake.
Yes — when plans specify casing and gravity grade on a straight push. Microtunneling may apply on large trunk lines with tighter tolerance.
Yes — pit excavation exposes adjacent utilities. Valid locates and potholing at conflicts are mandatory before pits open, identical to HDD jobs.
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