CDOT casing under a C-470 W 64th 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.
Arvada, CO · Jefferson County
Jack and bore casing under Arvada C-470 approaches and Ralston Creek outfall structures — straight pushes when CDOT specs and Jefferson County templates require steel carrier protection.
Auger boring in Arvada fits CDOT highway approaches, storm outfall crossings near Ralston 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 near W 64th and Ralston 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.
Horizontal directional drilling in Arvada 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 Leyden Rock. We align method with your plan set before quoting.
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 historic 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 Arvada starts with pit layout on survey line — locates cleared, shoring designed for clay sidewalls, and dewatering if Ralston 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 clay, Ralston Creek alluvium, and decomposed granite toward Leyden Rock and Candelas foothill edges.
Arvada bores hit clay on central and east grids, Ralston Creek alluvium near the greenbelt, and decomposed granite cobble toward Leyden Rock. Olde Town jobs may encounter century-old utility conflict zones in compacted urban fill. Foothill shots need different mud weight than plains clay.
Foothill hail and rapid chinook shifts push Arvada crews to plan west-side lightning holds and clay heave along Ralston Creek.
Spring Ralston Creek runoff raises groundwater on west-side alignments. Summer hail affects exposed foothill pads. Chinook warm spells dry clay quickly — we adjust mud programs when conditions shift mid-project.
City of Arvada Engineering, Jefferson County ROW, CDOT C-470 relocations, Ralston Creek floodplain on west alignments.
City of Arvada Engineering handles ROW and driveway permits; Jefferson County rules on western edges. CDOT C-470 controls state highway bores. Ralston Creek floodplain may trigger additional review. Olde Town historic district considerations can affect pit placement and surface restoration.
Jack and bore keeps C-470 pavement width and Ralston 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 Ralston 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.
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