Casing under I-25 approach slab
NMDOT District 5 template with welded inspection — drive pit dewatering in variable fill near highway grade.
Santa Fe, NM · Santa Fe County
Jack and bore casing on Santa Fe arroyo structures and highway approaches — straight steel pushes when NMDOT specs and flood-control templates require rigid carrier protection.
Auger boring in Santa Fe fits straight runs under I-25 approach slabs, storm outfalls toward the Santa Fe River, and industrial spurs where casing grade matters more than steerable flexibility. Shored pits handle decomposed granite sidewalls and sandy arroyo fill.
Directional boring in Santa Fe handles curves and long HDPE on residential laterals; jack and bore wins when the engineer specifies welded casing under highway approach or flood-control levee on a line-and-grade push.
Santa Fe River arroyo and municipal flood-control structures favor cased crossings over open cut through bank fill — auger bore scopes dewatering and inspection per city detail when applicable.
Real Santa Fe County angles — not generic statewide copy.
NMDOT District 5 template with welded inspection — drive pit dewatering in variable fill near highway grade.
Straight RCP push where slope stability blocks open cut — groundwater and flood-control holds scoped upfront.
Short rigid carrier under mixed-use hardscape — grade control on 50-foot push beats HDD tolerance on some municipal details.
NMDOT detail with internal dividers for telecom and electric — jack sets shell before internal pulls.
Santa Fe auger bore layouts pits on survey line after locates and shoring design for granite or sand. Casing advances with rotating head; NMDOT and flood-control inspections follow controlling agreements. Reception pit exposes face for carrier grout per city detail.
Santa Fe County mixes decomposed granite, arroyo alluvium, caliche lenses, and volcanic tuff from the Jemez and Sangre de Cristo foothills — elevation changes geology block to block.
Santa Fe bores encounter decomposed granite and caliche on mesa parcels in Eldorado and south hills, then shift to sandy arroyo alluvium near the Santa Fe River corridor. Volcanic tuff and fractured bedrock appear on foothill shots toward the Sangre de Cristo slope. Historic downtown fill can hide abandoned utilities and rubble lenses that potholing catches before pits are sized. High-elevation freeze-thaw cycles stress shallow PVC — camera inspection confirms breaks before we quote alignment and mud weight.
High-elevation cold, spring wind, and summer monsoons shape Santa Fe bore schedules — winter freeze-thaw and arroyo flash runoff are built into quotes at 7,000 feet.
Winter cold at 7,000 feet slows morning startup and can harden entry pits on north-facing slopes — we schedule around freeze conditions rather than force work into brittle ground. Monsoon cloudbursts fill arroyos and soften Santa Fe River-adjacent ROW from July through September. Spring wind on exposed Cerrillos pads affects cage and fluid handling. We communicate when dry conditions matter for decomposed-granite pits rather than risk frac-outs toward drainage channels.
City of Santa Fe Land Use and Historic Preservation, Santa Fe County ROW, NMDOT District 5 on I-25 and US-285, and PNM easements apply on many alignments.
City of Santa Fe Land Use and Historic Preservation may review pit placement and surface restoration in historic districts near the Plaza, Canyon Road, and Eastside neighborhoods. Santa Fe County ROW applies on unincorporated Tesuque and Eldorado parcels. NMDOT District 5 controls I-25, US-285, and St. Francis state segments — MOT plans are common on Cerrillos frontage. Flood-control and arroyo work along the Santa Fe River adds environmental hold points beyond standard 811.
Jack and bore preserves highway width and arroyo banks on straight obstacles. Curved HDPE without casing shifts to HDD. Open cut across NMDOT ROW is rarely approved versus cased template.
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 New Mexico soils.
New Mexico 811 ticket filed; two business days minimum before pits open unless your permit path differs. We pothole where marks conflict.
Bore plan, NMDOT or city ROW permits, railroad agreements, and crossing engineering when the path leaves private property.
Compact spread for tight Santa Fe lots; larger HDD for I-25 or I-40 relocations — matched to length and diameter.
Steered pilot on design line, ream passes sized for your pipe or casing, fluid program tuned for caliche or adobe clay.
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 gravel or hardscape per scope, leave 811 ticket and locate map in your project file.
Casing and straight alignments favor auger bore. Curved paths or long HDPE without casing favor HDD — engineer method note drives the call.
Jacking may finish in days; NMDOT permits and inspection often drive weeks-to-months lead.
Running sand in arroyo fill without dewatering can stall progress — test pits help near Santa Fe River structures.
Yes when plans specify casing and straight gravity grade — large trunks may use microtunneling instead.
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