Railroad casing under a south-side industrial spur
Railroad template requires steel casing with internal carrier and grouting. Drive pit shoring and flagging windows set the calendar — not jack footage alone.
Colorado Springs, CO · El Paso County
Jack and bore casing under Colorado Springs rail spurs and CDOT highway approaches — straight pushes when steel carrier protection is required in foothills decomposed granite.
Auger boring in Colorado Springs fits railroad agreements, storm outfall approaches under Fountain Creek levees, and straight alignments beneath building footprints where steerable HDD is unnecessary but casing is mandatory. Drive and reception pits are shored for El Paso County granite and cobble; casing segments jack on line and grade while spoil exits mechanically.
BNSF and UP windows along the railyards south of downtown and Fountain Creek crossings often specify jack and bore with welded casing inspection — HDD may be ruled out by template or owner spec. Directional Boring Colorado scopes pit dewatering, seasonal high-water handling, and flagging holds that can exceed jack duration.
Horizontal directional drilling in Colorado Springs handles curves and long HDPE pulls; auger bore wins when the engineer draws a straight casing run under an I-25 approach slab or rail embankment near Fort Carson. We align method with your plan set before quoting — not after the rig arrives.
Real El Paso 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 jack footage alone.
Straight RCP push under embankment fill where open cut would breach slope stability. Groundwater handling is scoped with floodplain review.
Short rigid carrier protection under commercial hardscape where HDD profile tolerance is tighter than jack-and-bore grade control on a 70-foot push.
CDOT District 2 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 Colorado Springs starts with pit layout on survey line — locates cleared, shoring designed for granite sidewalls, and dewatering if Fountain Creek 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.
El Paso County decomposed granite, sandstone, and expansive clay on the plains — foothill cobble and bedrock appear toward Cheyenne Mountain and the west side.
Colorado Springs bores hit decomposed granite and sandstone on west and north foothill approaches, expansive clay on the eastern plains, and Fountain Creek alluvium near the corridor. Bedrock knolls in Rockrimmon and Broadmoor slow pilots without proper bit selection. East-side sand lenses increase collapse risk without adequate drilling fluid. We size ream and pullback for elevation-driven groundwater changes — not a Denver clay template.
Pikes Peak hail, Chinook winds, and rapid elevation changes push Colorado Springs crews to plan for afternoon lightning, winter freeze-thaw, and foothill snow holds.
Summer afternoon lightning is a standard hold point on exposed foothill pads. Winter freeze-thaw at 6,000+ feet elevation affects clay heave and pit shoring. Chinook warm spells can dry soils quickly — we communicate when seasonal conditions change mud weight or schedule.
City of Colorado Springs PPRA, El Paso County ROW, CDOT District 2, Fountain Creek floodplain, and Fort Carson/USAFA adjacency rules on many alignments.
City of Colorado Springs PPRA handles many street and driveway permits; El Paso County ROW applies outside city limits in Falcon and unincorporated pockets. CDOT District 2 controls I-25 and US-24 state bores. Fountain Creek floodplain work may need additional environmental review. HOA communities in Briargate and Cordera require restoration plans — trenchless reduces yard damage but not architectural review.
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 active railroad 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 Colorado soils.
Colorado 811 ticket filed; wait period before pits open unless your permit path differs. We pothole where marks conflict.
Bore plan, CDOT or city ROW permits, railroad agreements, and crossing engineering when the path leaves private property.
Compact spread for tight Boulder lots; larger HDD for I-25 or I-70 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 811 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; railroad agreements and inspection holds often drive weeks-to-months lead. Quote includes flagging scope.
Running cobble and decomposed granite without dewatering can stall progress. Test pits and geotech reduce mid-job surprises in variable fill near Fountain Creek.
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