UDOT casing under an I-15 Bangerter Highway 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.
South Jordan, UT · Salt Lake County
Jack and bore casing under South Jordan I-15 Bangerter approaches and Jordan River outfall structures — straight pushes when UDOT specs and Salt Lake County templates require steel carrier protection in lake-bed clay.
Auger boring in South Jordan fits UDOT highway approaches, storm outfall crossings near the Jordan River, and straight alignments under building footprints where a steerable path is unnecessary but casing is mandatory. Drive and reception pits are shored for lake-bed clay; casing segments jack on line and grade while spoil is removed mechanically.
I-15 interchange work and Jordan River 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 10600 South corridor jobs.
Horizontal directional drilling in South Jordan 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 Daybreak. 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 bank stability. Groundwater handling scoped with Salt Lake 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 South Jordan starts with pit layout on survey line — locates cleared, shoring designed for lake-bed clay sidewalls, and dewatering if Jordan River 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 Salt Lake County detail.
Southwest Salt Lake Valley lake-bed clay, Oquirrh bench alluvial fans, and engineered fill in Daybreak master-planned sections.
South Jordan bores hit lake-bed clay on most grids, engineered fill in Daybreak sections, and alluvial fan cobble toward the Oquirrh bench. Fill-over-clay transitions create mixed penetration rates without proper mud weight. East-side alignments near Jordan River tributaries need spring groundwater planning.
Southwest valley heat and lake-fringe breeze push South Jordan crews to plan mud programs for lake-bed clay and summer lightning holds on Daybreak pads.
Summer heat on exposed Daybreak pads affects crew safety and mud performance. Spring runoff raises groundwater on east-side tributary alignments. Winter inversion moisture softens lake-bed clay — we communicate seasonal windows with HOA restoration schedules.
South Jordan City Public Works, Salt Lake County ROW, UDOT Mountain View Corridor relocations, and Jordan River tributary drainage on east-side paths.
South Jordan City Public Works handles permits inside city limits. UDOT Mountain View Corridor authority controls state corridor bores. Salt Lake County ROW applies on outer edges. Daybreak HOA architectural review may apply to surface restoration specs on many lots.
Jack and bore keeps I-15 pavement width and Jordan River 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 the Jordan River Parkway.
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