AI for commercial concrete contractors, tested on bids and pours you already closed.

Your files already show what right looks like. Your estimators have read the structural notes on every job they bid, and your project managers have closed out the pours. A finished takeoff shows how a correct sheet reads, and a submitted record set shows what belongs in a pour's file. That gives your reviewer something to hold each draft against, side by side, on work that can no longer move.

Owners leave the numbers to each project. The University of Maryland's facility standards tell designers to state slab flatness by F-value. The University of Minnesota wants finish surfaces, critical tolerances, flatness and levelness specified as needed for the equipment and activity on that floor. Old Dominion University says the concrete specification must match the finish material and whatever construction follows it. Every job puts those requirements somewhere different, so a takeoff has to read the whole set.

Tilt-up has its own vocabulary. ACI's job-task analysis for its Tilt-Up Supervisor and Technician certification expects candidates to separate lifting strength from design strength and to know what goes on a pre-pour checklist. The Tilt-Up Concrete Association's safety guideline has crews obtain approved shop drawings for each panel and confirm concrete strength before the lift. In August 2026 the association published a revised position: vertical panels should generally be assigned Exposure Class F0, unnecessary air can affect early-age strength, lifting and finishing, and the licensed design professional still makes the call. A specification that calls for air in a panel is a line your estimator will want to see.

Strength records decide when crews can act. Under 29 CFR 1926.703, forms and shores, other than those for slabs on grade and slip forms, stay up until the employer determines the concrete can carry its weight and the loads on it, and a suitable ASTM test is one basis for that. Drawings for formwork, shoring, working decks and scaffolds, with all revisions, must be at the jobsite. Section 1926.704 keeps tilt-up wall panels supported until permanent connections are done. None of this page is legal or engineering advice; it shows why a pour's paperwork has to be findable.

Many of those records start on someone else's desk. The University of Minnesota retains an independent testing laboratory and special inspector for compression tests, and California State University San Marcos engages its own testing agency to sample, test and report. Your project manager still has to tie what they send back to a placement and a date.

Certifications ride along with the bid. Wisconsin's state master specification for cast-in-place concrete, dated April 14, 2025, wants an installer with project personnel certified by ACI as Flatwork Technician and Finisher, a certified supervisor, and copies of the certificates. ACI's program list runs from flatwork finisher grades to a Specialty Commercial/Industrial Concrete Flatwork Finisher and Tilt-Up Supervisor/Technician.

One limit covers both jobs. The proof of concept never touches your estimating system, a live bid or your project management system. It never prices a bid, judges a test result or submits a record. An estimator approves every takeoff, and a project manager submits every record.