CDOT casing under a C-470 Wadsworth 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.
Lakewood, CO · Jefferson County
Jack and bore casing under Lakewood C-470 approaches and Bear Creek outfall structures — straight pushes when CDOT specs and Jefferson County templates require steel carrier protection in Front Range clay.
Auger boring in Lakewood fits CDOT highway approaches, storm outfall crossings near Bear Creek, and straight alignments under building footprints where a steerable path is unnecessary but casing is mandatory. Drive and reception pits are shored for Jefferson County expansive clay; casing segments jack on line and grade while spoil is removed mechanically.
C-470 interchange work and Bear Creek levee-adjacent projects 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, groundwater handling, and flagging holds that can exceed the jack duration on Wadsworth corridor jobs.
Horizontal directional drilling in Lakewood handles curves and long HDPE pulls; auger bore wins when the engineer draws a straight casing run under a C-470 approach slab or embankment fill near Green Mountain. We align method with your plan set before quoting — not after the rig is on site.
Real Jefferson 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 Jefferson County floodplain review.
Short rigid carrier protection under Belmar-adjacent hardscape where HDD profile tolerance is tighter than jack-and-bore grade control on a 60-foot push.
CDOT 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 Lakewood starts with pit layout on survey line — locates cleared, shoring designed for clay sidewalls, and dewatering if Bear Creek groundwater enters the drive pit. Casing segments advance with a rotating head; welding inspection and CDOT hold points follow agency templates. Reception pit exposes the face for carrier install and grout per Jefferson County detail.
Jefferson County expansive clay, Bear Creek alluvium, and decomposed granite toward Green Mountain — urban fill on redeveloped Colfax parcels.
Lakewood bores hit expansive clay on most residential grids, Bear Creek alluvium near the greenbelt, and granite cobble toward Green Mountain. Redeveloped Colfax parcels may hide structural fill over native clay. River-adjacent pulls need groundwater-aware ream staging.
Foothill hail and chinook winds push Lakewood crews to plan lightning holds on west-side pads and clay shrink-swell along Bear Creek.
Spring runoff along Bear Creek raises groundwater on south-side jobs. Summer hail affects exposed west-side pads. We plan seasonal windows with your restoration and tenant schedules.
City of Lakewood Community Development, Jefferson County ROW, CDOT US-6 and C-470 relocations, Bear Creek floodplain on south alignments.
City of Lakewood handles street and driveway permits; Jefferson County ROW applies on edges near Golden and unincorporated pockets. CDOT controls US-6 and C-470 state bores. Bear Creek floodplain work may need additional review. HOA rules in newer west-side infill affect restoration specs.
Jack and bore keeps C-470 pavement width and Bear Creek bank vegetation intact on short straight obstacles. Curved HDPE sewer pulls without casing usually shift to HDD. Open-cut across active CDOT 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; CDOT 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 Bear 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