Union Pacific casing under a railyard industrial spur
Railroad template requires steel casing with internal carrier and grouting. Drive pit shoring and flagging windows set the calendar — not the jack footage alone.
Salt Lake City, UT · Salt Lake County
Jack and bore casing under Salt Lake City rail spurs and UDOT highway approaches — straight pushes when Union Pacific templates and UDOT specs require steel carrier protection in Wasatch lake-bed clay.
Auger boring in Salt Lake City fits railroad agreements, storm outfall approaches, and straight alignments under building footprints where a steerable path is unnecessary but casing is mandatory. Drive and reception pits are shored for Salt Lake County expansive clay; casing segments jack on line and grade while spoil is removed mechanically.
Union Pacific and BNSF windows along the railyards and Jordan River levees 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.
Horizontal directional drilling in Salt Lake City handles curves and long HDPE pulls; auger bore wins when the engineer draws a straight casing run under a highway approach slab or rail embankment. 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.
Railroad template requires steel casing with internal carrier and grouting. Drive pit shoring and flagging windows set the calendar — not the jack footage alone.
Straight RCP push under embankment fill where open cut would breach slope stability. Groundwater handling and dewatering are scoped with floodplain review.
Short rigid carrier protection under mixed-use hardscape where HDD profile tolerance is tighter than jack-and-bore grade control allows 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 Salt Lake City starts with pit layout on survey line — locates cleared, shoring designed for clay sidewalls, and dewatering if Jordan River groundwater enters the drive pit. Casing segments advance with a rotating head; welding inspection and railroad flagging follow owner templates. Reception pit exposes the face for carrier install and grout per agency detail.
Salt Lake County lake-bed clay, Jordan River alluvium, and bench alluvial fans dominate most corridors — shallow Rocky Mountain Power and Dominion Energy stacks complicate open trenching near the Great Salt Lake fringe.
Most Salt Lake City bores encounter expansive lake-bed clay with intermittent sand lenses and seasonal groundwater rise along the Jordan River corridor. Shallow groundwater raises buoyancy risk on long HDPE pulls — we size ream stages and pullback plans accordingly. East Bench shots toward the foothills add alluvial fan cobble that slows penetration without the right bit and mud program. We do not assume a single soil model for all of Salt Lake County; your quote reflects entry/exit geotech when you have it.
Wasatch Front inversion winters and spring runoff push Salt Lake City crews to plan mud weight for saturated lake-bed clay and air-quality hold days when smog traps moisture near the valley floor.
Winter inversion cycles trap moisture and smog along the valley floor — saturated clay softens ROW and can delay entry pit work for days. Spring snowmelt from the Wasatch raises Jordan River levels and groundwater near greenbelt alignments. Summer heat above 95°F affects crew safety and drilling fluid performance on long pulls. We plan around known wet seasons and communicate when a bore should wait for drier conditions rather than risk a frac-out toward the river.
Salt Lake City Engineering, Salt Lake County ROW, UDOT I-15 and I-80 relocations, Jordan River floodplain, and UP/BNSF rail agreements apply on many bore paths.
Inside Salt Lake City limits, street cuts, driveway removals, and floodplain work may need Engineering Division permits and stormwater compliance. UDOT controls state highway bores on I-15, I-80, and I-215 — expect traffic control plans and sometimes night-only drilling windows. Railroad crossings require separate agreements with Union Pacific or BNSF. Historic districts in The Avenues and Capitol Hill may require additional surface restoration review — trenchless reduces but does not eliminate those conversations.
Jack and bore keeps rail and highway pavement width intact on short straight obstacles. Curved HDPE sewer pulls without casing usually shift to HDD. Open-cut across a Union Pacific 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; Union Pacific or BNSF agreements and inspection holds often drive weeks-to-months lead. Quote includes flagging 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.
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