CDOT casing under a US-36 104th 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.
Westminster, CO · Adams County
Jack and bore casing under Westminster US-36 approaches and Standley Lake outfall structures — straight pushes when CDOT specs and Adams County templates require steel carrier protection.
Auger boring in Westminster fits CDOT highway approaches, storm outfall crossings near Standley Lake, and straight alignments under building footprints where a steerable path is unnecessary but casing is mandatory. Drive and reception pits are shored for Adams County expansive clay; casing segments jack on line and grade while spoil is removed mechanically.
US-36 interchange work near 104th and Standley Lake watershed 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.
Horizontal directional drilling in Westminster handles curves and long HDPE pulls; auger bore wins when the engineer draws a straight casing run under a US-36 approach slab or embankment fill near Orchard Town Center. We align method with your plan set before quoting.
Real Adams 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 Adams County watershed review.
Short rigid carrier protection under retail 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 Westminster starts with pit layout on survey line — locates cleared, shoring designed for clay sidewalls, and dewatering if Standley Lake-area 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 Adams County detail.
Adams and Jefferson County clay, Standley Lake alluvium, and compacted fill on US-36 corridor redevelopments.
Westminster bores encounter expansive clay on most residential grids, Standley Lake alluvium on west pockets, and structural fill on US-36 redevelopments. County-line jobs may shift soil model mid-alignment — quoted per geotech when available.
Plains hail and US-36 wind exposure push Westminster crews to plan lightning holds on open retail pads and clay heave near Standley Lake.
US-36 exposed sites see wind-driven dust and lightning holds in summer. Standley Lake area groundwater rises in spring — we plan ream and pullback accordingly.
City of Westminster Public Works, Adams/Jefferson County ROW splits, CDOT US-36 BRT corridor relocations, Standley Lake watershed rules.
City of Westminster Public Works handles permits; county rules vary on north versus south edges. CDOT US-36 controls state corridor bores. Standley Lake watershed may add review on west alignments. Orchard Town Center jobs coordinate with retail management on staging and hours.
Jack and bore keeps US-36 pavement width and Standley Lake 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 Standley Lake.
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.
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