
structural
I-94 Bridge Abutments

We’ve poured 840,000
square feet within 200 miles
of where you’re sitting.
840K
±2mm
97%
Six stages. Zero shortcuts.

01
Stage 01
Engineering Review
48-hr turnaround
Revit + Tekla
PCI MNL-117 Class A
Full PE stamp

02
Stage 02
Form Construction
3/16" steel plate
FF 50 minimum
300+ pours per form
2–4 weeks

03
Stage 03
Rebar Placement
+3/8" / -1/4"
Per IBC 26.7.3
Class B, verified
Required before close

04
Stage 04
Pour & Cure
6,000 psi @ 28 days
Blanket + heated form
Continuous, 4-hr report
Every 50 CY

05
Stage 05
Quality Inspection
12 per panel
±1/8" on 10 ft
Full photo record
PCI Plant Certified

06
Stage 06
Delivery & Erection
3–5 AM dispatch
Erection order match
72-hr pre-call
Field tech on-site
840,000 square feet.

Structural
I-94 Corridor Bridge Abutments
42,000 sf

Architectural
Milwaukee Civic Center Façade
18,500 sf

Infrastructure
O'Hare Airport Parking Deck
94,000 sf

Structural
Lucas Oil Stadium Concourse
67,000 sf

Architectural
University of Michigan Library
31,200 sf
The people who sign the delivery tickets.
General Contractor
“
Every panel arrived in erection sequence, tolerances matched the shop drawings to within an eighth. We pulled the crane off the deck by noon on day three. That doesn't happen with most precasters.
Marcus Delgado
Architect
“
I specified a three-aggregate exposed finish that two other plants wouldn't touch. Formwork sent samples inside two weeks. The installed panels matched the mockup exactly — the architect's review took four minutes.
Priya Nair
Facility Manager
“
We were replacing a parking deck that failed inspection in January. They had mix designs approved, forms built, and first panels stripped by March 12th. No other fabricator came close on schedule.
James Okafor
Scope Your Pour
1 / 5
1
Project TypeWhat type of precast work is this?
Not ready to talk.
PCI MNL-117 Tolerance Reference
Standard Finish Sample Library
Mix Design Certificates — 6,000 psi
Erection & Bearing Pad Details
Architectural Panel Detail Library