Casing under US-54 approach slab
NMDOT template with welded inspection — drive pit dewatering in variable fill near highway grade.
Alamogordo, NM · Otero County
Jack and bore casing on Alamogordo rail spurs and arroyo structures — straight steel pushes when NMDOT specs and flood-control templates require rigid carrier protection.
Auger boring in Alamogordo fits straight runs under US-54 approach slabs, storm outfalls toward basin arroyos, and rail spurs where casing grade matters more than steerable flexibility. Shored pits handle gypsum sand sidewalls and caliche lenses.
Directional boring in Alamogordo handles curves and long HDPE on residential laterals; jack and bore wins when the engineer specifies welded casing under highway approach or flood-control channel on a line-and-grade push.
Sacramento foothill 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 Otero County angles — not generic statewide copy.
NMDOT 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.
Alamogordo auger bore layouts pits on survey line after locates and shoring design for gypsum 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.
Otero County basin floors carry gypsum-rich sand, caliche lenses, and desert alluvium — Sacramento foothill cobbles and military-adjacent grading debris change mud programs block to block.
Alamogordo bores encounter gypsum-rich sandy fill in the Tularosa Basin floor with caliche lenses between 2 and 6 feet on many residential parcels. Sacramento foothill-adjacent shots hit cobble and fractured bedrock that stall reaming without mud program adjustment. Arroyo channels off the mountains carry flash-flood debris after monsoon storms — potholing catches buried rubble before pits are sized. We do not assume Las Cruces valley sand models apply in basin desert gypsum.
Tularosa Basin heat, spring wind, and summer monsoons drive Alamogordo bore schedules — dust storms and flash-flood arroyos off the Sacramentos are built into quotes.
Summer heat above 100°F affects crew safety and fluid performance on exposed basin pads. Monsoon cloudbursts fill arroyos and soften ROW from July through September — entry pit work may wait for dry windows. Spring wind complicates cage handling on open US-54 sites. Winter cold at basin elevation slows morning startup but rarely stops work — we communicate when dry conditions matter for gypsum-heavy pits.
City of Alamogordo Community Development, Otero County ROW, NMDOT District 1 on US-54 and US-70, Holloman AFB coordination on adjacent parcels, and El Paso Electric agreements apply on many alignments.
City of Alamogordo Community Development governs street cuts, driveway removals, and flood-control work along municipal arroyos. Otero County ROW applies on unincorporated parcels toward Tularosa and La Luz. NMDOT District 1 controls US-54, US-70, and state highway bores — MOT plans are common on White Sands Boulevard frontage. Holloman AFB coordination may apply on parcels near base boundaries and military utility corridors. El Paso Electric agreements govern electric-adjacent paths in southern New Mexico.
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 flood-control 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