UDOT casing under an I-15 12th Street 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.
Ogden, UT · Weber County
Jack and bore casing under Ogden I-15 approaches and Weber River outfall structures — straight pushes when UDOT specs and Weber County templates require steel carrier protection in canyon mouth cobble.
Auger boring in Ogden fits UDOT highway approaches, storm outfall crossings near the Weber River, and straight alignments under historic downtown building footprints where a steerable path is unnecessary but casing is mandatory. Drive and reception pits are shored for cobble and Wasatch clay; casing segments jack on line and grade while spoil is removed mechanically.
I-15 interchange work and Weber 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 Harrison Blvd corridor jobs.
Horizontal directional drilling in Ogden 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 Business Depot Ogden. We align method with your plan set before quoting — not after the rig is on site.
Real Weber 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 Weber County floodplain review.
Short rigid carrier protection under 25th Street 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 Ogden starts with pit layout on survey line — locates cleared, shoring designed for cobble sidewalls, and dewatering if Weber 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 Weber County detail.
Weber County bench clay, Weber River alluvium, and canyon-mouth cobble — compacted fill on Business Depot Ogden industrial pads.
Ogden bores encounter bench clay on most residential grids, Weber River alluvium near the corridor, and cobble toward Ogden Canyon mouth. Industrial pads may hit compacted fill over native clay. River-adjacent pulls need groundwater-aware ream staging when spring runoff peaks.
Weber Canyon winds and bench snow push Ogden crews to plan winter pit protection, spring Weber River runoff holds, and mud programs for bench clay and canyon alluvium.
Weber Canyon winds and winter snow affect bench pit access. Spring runoff raises Weber River levels and groundwater on river-adjacent alignments. Summer heat on industrial pads affects crew safety — we plan seasonal windows with your schedule.
Ogden City Engineering, Weber County ROW, UDOT I-15 and US-89 relocations, Weber River floodplain, and rail spur agreements near downtown yards.
Ogden City Engineering handles street and ROW permits inside city limits. Weber County ROW applies in unincorporated pockets. UDOT controls I-15 and US-89 state bores. Weber River floodplain work may need additional environmental review. Historic downtown districts may require surface restoration coordination.
Jack and bore keeps I-15 pavement width and Weber 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 cobble and boulder without dewatering can stall progress. Test pits and geotech reduce mid-job surprises in variable fill near canyon mouths.
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