UDOT casing under an I-15 Point of the Mountain 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.
Draper, UT · Salt Lake County
Jack and bore casing under Draper I-15 Point of the Mountain approaches and Corner Canyon outfall structures — straight pushes when UDOT specs and Salt Lake County templates require steel carrier protection in sandstone bench geology.
Auger boring in Draper fits UDOT highway approaches at the Point of the Mountain, storm outfall crossings near Corner Canyon, and straight alignments under building footprints along 12300 South where a steerable path is unnecessary but casing is mandatory. Drive and reception pits are shored for sandstone and bench clay; casing segments jack on line and grade while spoil is removed mechanically.
I-15 interchange work and Corner Canyon 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 SunCrest corridor jobs.
Horizontal directional drilling in Draper 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 Traverse Ridge. We align method with your plan set before quoting — not after the rig is on site.
Real Salt Lake 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 wash stability. Groundwater handling scoped with Salt Lake County review.
Short rigid carrier protection under hillside 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 Draper starts with pit layout on survey line — Blue Stakes locates cleared, shoring designed for sandstone bench sidewalls, and dewatering if wash 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 Draper City detail.
Draper bench alluvial fans, Corner Canyon wash cobble, and lake-bed clay on west grids — bedrock risk on SunCrest and Traverse Ridge uphill shots.
Draper bores hit alluvial fan cobble on bench lots, Corner Canyon wash alluvium on east alignments, and lake-bed clay on west grids. SunCrest and Traverse Ridge uphill shots add bedrock risk at depth. Point of the Mountain wind does not change soil but affects exposed pad operations.
Point of the Mountain wind and bench snow push Draper crews to plan mud programs for alluvial fan cobble and wind-exposed pad holds on SunCrest and Corner Canyon lots.
Point of the Mountain wind affects exposed rig staging year-round. Spring canyon runoff raises Corner Canyon wash levels. Winter bench snow affects uphill pit access on SunCrest lots — we plan seasonal windows with HOA restoration schedules.
Draper City Public Works, Salt Lake County ROW, UDOT I-15 Point of the Mountain relocations, and Corner Canyon wash floodplain on east-side paths.
Draper City Public Works handles street and ROW permits. UDOT controls I-15 Point of the Mountain state corridor bores. Corner Canyon wash floodplain work may need additional review on east-side alignments. Uphill HOA communities require detailed restoration plans.
Jack and bore keeps I-15 pavement width and Corner Canyon 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.
Sandstone cobble and running sand without dewatering can stall progress. Test pits and geotech reduce mid-job surprises in variable bench fill near the Point of the Mountain.
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