Casing under I-635 approach near LBJ corridor
TxDOT approach slabs and rail-adjacent frontage spec casing for certain crossings. Jack and bore from shored pits minimizes pavement removal with DART coordination when required.
Garland, TX · Dallas County
Jack-and-bore casing under Garland freeway approaches, Duck Creek outfalls, and straight commercial drives — rigid steel where Dallas County agency specs demand it.
Auger boring in Garland fits straight drives where owner or agency spec requires steel casing — I-635 and I-30 approaches, storm outfalls near Duck Creek, and warehouse loading lanes on Belt Line corridor. Drive pits are shored for blackland clay, alluvium near the lake, and chalk stringers west toward Richardson.
Jack and bore holds line and grade on a fixed push — valuable when TxDOT or environmental templates require documented casing before carriers enter. Directional Boring Texas scopes jacking force, pit depth, and Firewheel restoration for Garland alignments.
Real Dallas County angles — not generic statewide copy.
TxDOT approach slabs and rail-adjacent frontage spec casing for certain crossings. Jack and bore from shored pits minimizes pavement removal with DART coordination when required.
Municipal storm near creek corridor needs casing protecting RCP from settlement in clay. Straight auger drives avoid stripping creek restoration open-cut would require.
Retail expansions require casing under future loading lanes before paving is placed. Compact jack pits push steel while crane access exists.
TxDOT approach slabs on I-30 and Broadway frontage spec casing for certain utility crossings. Auger bore minimizes full-width pavement removal.
Shored drive and reception pits account for clay inland and alluvium near Ray Hubbard. Casing segments jack forward while spoil is removed. Survey holds line and grade; carriers grout per spec. Lake-adjacent entries may need dewatering before pits open.
Blackland clay with Austin Chalk toward the west, softer alluvium near the lake — dual personality soils in one city.
Garland profiles shift from blackland clay inland to softer alluvium near Ray Hubbard and creeks. Clay needs frac-out control; alluvium needs collapse prevention with careful ream pacing. Austin Chalk stringers appear west toward Richardson border. Lake-adjacent bores may require dewatering. We do not use one soil model for the whole city.
Metroplex hail, thunderstorms, and lake-effect humidity near Ray Hubbard influence Garland boring and restoration timing.
Spring hail delays restoration. Lake-adjacent humidity after storms softens entries. Summer heat restricts asphalt work on south Garland arterials.
City of Garland Engineering, Dallas County, TxDOT Dallas District on I-635 and I-30, and lake shoreline ROW sensitivity.
City of Garland Engineering permits ROW work. Dallas County handles pockets outside limits. TxDOT Dallas District governs I-635 and I-30 crossings. Lake shoreline and creek alignments may trigger additional environmental sensitivity — share maps early.
Jack and bore avoids stripping full pavement on moderate straight crossings. HDD wins on curved Firewheel alignments under retail paving.
Casing diameter, drive length, pit depth, soil type, shoring, dewatering, traffic control, and rail or highway permit fees.
We review plans, bore path, access, existing utilities, and owner goals — residential repair or engineered crossing.
Texas dig law compliance: ticket, wait period, verify marks, pothole at conflicts before steel or bit enters ground.
Alignment, profile, soil expectations, permit needs, and crossing agreements for roads, rails, or waterways.
Right rig for length and diameter — mini-HDD for tight urban shots, larger spreads for long pulls and reams.
Steerable pilot, survey checks, reaming passes as required for product pipe or casing diameter.
HDPE fusion, steel casing, conduit bundles, or carrier pipe installed per spec with pullback monitoring.
Alignment records, mandrel or pressure tests where spec requires, as-built for owners and inspectors.
Minimal surface disturbance philosophy — compact entry/exit pits, restore hardscape and landscape per scope.
Straight casing under freeway or creek templates favor jack and bore. Curved paths or long HDPE pulls favor HDD.
Yes when DART agreements, casing spec, and TxDOT access align.
Depth follows casing diameter and shoring — shoreline alluvium may require dewatering.
Steel casing from 12 inch through 72 inch and larger on engineered crossings.
Yes — pit excavation exposes Oncor, Atmos, Garland utilities, and telecom.
24/7 — Emergency dispatch statewide. Tell us your bore path, pipe size, and city — a specialist calls or texts back with a straight answer.
Free bore estimate
Step 1 of 2 — project details first