Steel that is late to the site holds up the whole pour calendar, so rebar planning begins with the bar list and the fabricator's lead time, not with the crew. We review the structural drawings, compare them with the shop drawings and confirm sizes, spacing, laps, hooks and cover before material is released. Questions raised at that stage cost a phone call. The same questions raised at the inspection cost a day.
We place and tie reinforcing steel for footings, piers, grade beams, slabs on grade, suspended slabs, walls, pads and containment structures for general contractors, developers and owners around Midland. The work includes laying out bars, setting chairs and supports, tying intersections, installing dowels and embedded items, and preparing the steel for the special inspector. It is exacting work with a visible result, and the inspector can see every mistake.
The sections that follow explain scope, related trades, the schedule, crews and how we cover the region.
What rebar placement covers
Scope starts with the bar itself: straight bars, bent bars, stirrups, cages, welded wire reinforcement and mats. Next are supports and spacers that hold bars at the specified height, since a bar resting on the ground does nothing for a slab. Dowels, starter bars, lap splices and mechanical couplers connect pours made on different days.
We also place embedded items that must be tied in with the steel, such as plates, sleeves and conduit stubs. For cages in drilled shafts, we coordinate the lift and the spacers that keep the cage centered. Coated reinforcement, including epoxy-coated bars, requires appropriate handling and tie-wire selection. Those requirements are settled during initial planning.
The trades around the steel
Rebar sits between formwork and concrete, and its timing depends on both. A formwork crew sets the shape, we place the steel, and the inspector releases the pour. Where steel supports a deck, we coordinate with the elevated slab crew about openings, embeds and sleeves.
The same steel appears in deep foundations. Cages for drilled piers must fit holes that have already been drilled, so dimensions are checked before cages are delivered. Beams and walls follow, and each has its own sequence for lap splices and dowel extensions. We keep one drawing set for all of them so that a change on one detail reaches the others.
Fabrication, delivery and the inspection window
The usual sequence is submittal, approval, fabrication, delivery, placement, inspection and pour. Each step can take longer than expected, and the pour date is only as certain as the weakest link. We confirm fabricator lead times early, request deliveries in an order that matches the placement sequence and stage bundles where crews can reach them without moving them twice.
On inspection day, we aim to have steel complete and clean at least a few hours before the inspector arrives, with a cover check and a punch list already done by our foreman. If a correction is needed, there is time to fix it without delaying trucks. Brazos Midstream commissioned the 300 MMcf/d Sundance II plant in Martin County on February 18, 2026, bringing the Sundance complex to 500 MMcf/d. Midstream plant work at that scale shows how much steel moves through the region and why advance planning matters.
Concrete and specialist trade responsibilities
Concrete trade partners set, tie and prepare steel for most pours on our projects, and they know what the inspector looks for. The bar fabrication is done by a fabricator we coordinate, as are bar detailing, engineering support and any welding or mechanical splices that need certified labor. We coordinate qualified trade partners to carry out utilities and earthwork.
When a project calls for additional reinforcing placement capacity, we arrange the placing trade and retain coordination of the schedule and records. The general contractor deals with one foreman, one schedule and one set of records. Every crew member receives the drawings for the pour they are working on, with the critical dimensions marked by the foreman.
Protruding bars and heavy bundles
Rebar causes injuries in two ways: handling and impalement. We use mechanical lifts for heavy bundles, wear gloves and eye protection, and cap protruding bars where people walk or fall risks exist. Bundles are stored on dunnage and secured against wind.
Walking on mats and grids is another risk, so we lay walkways over the steel and keep workers off bars that are only tied loosely. Wind matters, since cages standing upright can move and tall mats can catch gusts. We plan lifts for calm periods and have a rule that crews stop lifting when the signal person cannot control the load.
Checking the steel before anyone else does
Our foreman owns a checklist for each pour: bar size, spacing, laps, cover, chairs, dowels, embeds, sleeves and cleanliness. The foreman signs it before calling the inspector, and we keep copies with the pour record. We use go and no-go gauges for cover where tolerance is tight, and we measure rather than estimate.
When the drawings show a conflict, such as a bar that interferes with an anchor bolt pattern or a conduit, we ask the engineer for a response in writing and mark it on our set. Issues solved on paper before the pour cost nothing compared with fixes made in hardened concrete.
Where we mobilize steel crews
Steel crews travel with the pour schedule. In Midland we serve sites along the Loop 250 bypass, which runs about 12.245 miles from I-20, SH 158 and SH 349 in southwest Midland to I-20 east of the city. We also go to the airport area, where the Midland Development Corporation offers ground-leased sites for aerospace and aviation development in Phase 1 of the Spaceport Business Park, a 50 acre tract at the airport's southeast corner.
Beyond Midland we work in Odessa, where Odessa-Schlemeyer Field is a general aviation airport inside the city limits, while Midland International Air and Space Port lies halfway between Odessa and Midland. We bring crews and steel in a single trip when sites are in the same direction. The Odessa market follows the same pattern, with the same lead times on steel.
Send the structural drawings
Send the structural set, any approved shop drawings and your pour dates. We will review the steel, flag conflicts, coordinate fabrication and give you a price for placement.
Common Questions
Who is responsible for bar detailing and shop drawings?
A detailer working for the fabricator typically produces them, and the engineer approves. We review the drawings against the structural set and send any conflict back before material is cut.
What cover is required over the steel?
The drawings and specification state it, and it varies by exposure and member type. We use proper chairs and spacers, check cover with gauges and record the result before the inspector arrives.
Can you place steel on short notice?
It depends on material availability and crew commitments. We keep a short list of standard bar sizes in mind for small jobs, but larger projects need submittals and fabrication time.
Do you handle welded wire and mats in slabs on grade?
Yes. Mats are laid, lapped and supported on chairs so they sit at the correct height within the slab. We also coordinate with the concrete crew so steel is not pressed down during the pour.
What happens if the inspector rejects the steel?
We correct the items on the punch list and ask for a re-inspection, usually the same day. Allowing time before the pour makes that practical.