Gas carrier under I-25 south at Pueblo
CDOT bore-and-jack with steel casing and annular grout — traffic-adjacent staging with MOT plan and night window options.
Pueblo, CO · Pueblo County
Jack and bore casing under Pueblo I-25 approaches and Arkansas River outfall structures — straight pushes where CDOT specs require steel carrier protection through Pueblo County sandy loam.
Auger boring in Pueblo drives steel casing for gravity sewer crossings, gas carrier pipe, and drainage conduit under I-25 south, US-50, and Arkansas River levee structures without disturbing embankments. Sandy loam on Pueblo's east and west grids runs efficiently through auger heads, while clay-bound Bessemer corridor soils and caliche stringers on Pueblo West shots require torque planning before casing moves.
CDOT I-25 south and US-50 templates specify bore-and-jack when fill depth, traffic volume, and utility type rule out open cutting the highway — engineered submittal, casing diameter, and annular grouting specs are scoped upfront. Directional Boring Colorado provides survey, MOT planning, and CDOT-required inspection coordination from first utility locate through final acceptance.
Arkansas River levee bores require Army Corps awareness, floodplain permits, and grade engineering beyond standard county ROW. We scope regulatory requirements with owners before mobilization — not after.
Real Pueblo County angles — not generic statewide copy.
CDOT bore-and-jack with steel casing and annular grout — traffic-adjacent staging with MOT plan and night window options.
Grade-controlled bore with Corps awareness and floodplain permits scoped before mobilization.
Sandy loam and caliche — auger head matched to Pueblo West soil model, not plains defaults.
Concrete-lined alley crossing with tight grade — laser-guided bore to maintain slope on short run.
Auger boring in Pueblo starts with CDOT or county ROW confirmation and 811 clear before casing enters ground. Sandy loam and caliche dictate head selection — Pueblo West shots need different bits than Bessemer clay. Grade control is laser-set before launch pit opens; spoil management follows Black Hills Energy and water utility setback requirements.
Pueblo County sandy loam, adobe clay, and Arkansas River alluvium — caliche stringers appear on west-side shots toward Pueblo West.
Pueblo bores hit sandy loam and adobe clay on most grids, Arkansas River alluvium near the corridor, and caliche stringers on west-side Pueblo West shots. River-adjacent pulls need groundwater-aware ream staging and buoyancy planning on long HDPE runs.
Southern Colorado heat, wind, and sporadic moisture push Pueblo crews to plan summer heat management and Arkansas River floodplain awareness.
Summer heat above 95°F affects crew safety on exposed southern Colorado pads. Spring Arkansas River runoff raises groundwater on south-side alignments. We communicate when conditions shift mud weight or scheduling.
City of Pueblo Public Works, Pueblo County ROW, CDOT I-25 south relocations, Arkansas River floodplain on many bore paths.
City of Pueblo Public Works handles street and driveway permits; Pueblo County ROW applies on Pueblo West edges. CDOT I-25 south controls state highway bores. Arkansas River floodplain work may need additional environmental review.
Highway-adjacent cutting on I-25 south is a CDOT non-starter for active utility crossings — bore-and-jack is required or strongly preferred. Open-cut fits off-highway crossings where grade tolerance allows and staging room exists clear of Arkansas River floodplain.
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.
CDOT I-25 and US-50 templates require bore-and-jack for active utility crossings. Arkansas River levee structures also specify cased bores.
Yes — hard-face auger heads and reduced advance rates for caliche-bound runs.
Yes — engineered submittal, inspection coordination, and required documentation.
Typically one to two days depending on casing diameter, soil, and MOT requirements.
Yes — southern Colorado mobilization with the same bore discipline.
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