UDOT casing under an I-15 Bountiful 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.
Bountiful, UT · Davis County
Jack and bore casing under Bountiful I-15 approaches and Millcreek tributary outfall structures — straight pushes when UDOT specs and Davis County templates require steel carrier protection in Wasatch bench clay.
Auger boring in Bountiful fits UDOT highway approaches, storm outfall crossings near Millcreek tributaries, and straight alignments under building footprints along historic Main Street where a steerable path is unnecessary but casing is mandatory. Drive and reception pits are shored for Wasatch bench clay; casing segments jack on line and grade while spoil is removed mechanically.
I-15 interchange work and bench wash-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 Main Street corridor jobs.
Horizontal directional drilling in Bountiful 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 Bountiful Boulevard. We align method with your plan set before quoting — not after the rig is on site.
Real Davis 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 Davis County review.
Short rigid carrier protection under mixed-use 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 Bountiful starts with pit layout on survey line — Blue Stakes locates cleared, shoring designed for Wasatch bench clay sidewalls, and dewatering if tributary 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 Bountiful City detail.
Davis County bench clay, Mueller Park wash alluvium, and Great Salt Lake fringe alluvium on west grids — cobble toward east bench canyon mouths.
Bountiful bores encounter Davis County bench clay on most grids, Mueller Park wash alluvium on east alignments, and Great Salt Lake fringe alluvium on west edges. East bench cobble toward canyon mouths slows pilots without proper bit selection. Lake breeze affects moisture on west-fringe lots.
Davis County bench snow and lake breeze push Bountiful crews to plan winter pit protection and mud programs for bench clay between the Wasatch foothills and Great Salt Lake fringe.
Bench snow and winter freeze affect east-side pit access. Spring Mueller Park wash runoff raises groundwater on east alignments. Summer heat on 500 South pads affects crew safety — we plan seasonal windows with your schedule.
Bountiful City Public Works, Davis County ROW, UDOT Legacy Parkway and I-15 relocations, and Mueller Park wash floodplain on east-side alignments.
Bountiful City Public Works handles street and ROW permits inside city limits. Davis County ROW applies on outer edges. UDOT controls Legacy Parkway and I-15 state corridor bores. Mueller Park wash floodplain work may need additional review.
Jack and bore keeps I-15 pavement width and bench wash 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 foothill cobble without dewatering can stall progress. Test pits and geotech reduce mid-job surprises in variable bench fill.
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