FRP Grating Case Study | Bridge Pedestrian Maintenance Walkway — ZeAllgrate
Transportation & Bridge — Project Background
A 320 m highway and rail bridge required a replacement pedestrian maintenance walkway along its lower chord, used by inspectors and maintenance crews to reach bearings, expansion joints and the underside of the deck. The previous steel walkway had corroded badly from road-deck de-icing salt and rain splash, and — because the bridge carries an electrified commuter rail line alongside the highway — the steel walkway created an electrical hazard when live-line work was performed nearby. The walkway also had to span the bridge's transverse floor-beam spacing without intermediate supports, to avoid obstructing the maintenance path.
Engineering specified 50 mm pultruded FRP grating for long spans and a non-conductive walking surface, with UV-stabilized resin and all stainless hardware. Client identity is kept confidential; the project is described as Confidential Client, a transportation infrastructure authority.
Engineering Specification
Working values agreed with the client's engineering team during design review.
| Parameter | Selected Value | Standard / Reference |
|---|---|---|
| Live load | 3.5 kN/m² (inspector + tools) | Bridge maintenance access design / EN 1991-1-1 |
| Clear span | 1.5 m between floor beams | ZeAllgrate pultruded grating design guide |
| Deflection limit | L/200 at design load | ZeAllgrate / bridge engineering basis |
| Resin system | ZeAll VE (vinyl ester, UV-stabilized) | De-icing salt / rain / UV resistance |
| Panel type | ZeAll Pultruded, 50 mm depth | ZeAllgrate pultruded grating |
| Surface | Grit-top bonded to bearing bars | Wet / frost anti-slip |
| Mesh | Standard rectangular pultruded | ZeAllgrate pultruded grating |
| Fixings | SS316 brackets | ASTM A276 316 |
| Dielectric | Non-conductive walking surface | Adjacent to live electrified rail |
| Weight | ~75% lighter than steel | Reduced dead load on bridge chord |
What Was Supplied and How It Went In
ZeAllgrate supplied 420 m² of 50 mm ZeAll Pultruded FRP grating in UV-stabilized vinyl ester, with grit-top surface across the full walkway. Panels were fabricated to the bridge's floor-beam spacing and pre-drilled for SS316 brackets, so crews could install them from a suspended platform under the bridge without on-site cutting. The 50 mm bearing-bar depth spans the 1.5 m transverse beam spacing without intermediate supports, keeping the maintenance path clear.
The non-conductive walking surface means inspectors working near the electrified rail cannot become a conductive path to ground, and the UV-stabilized vinyl ester resists the de-icing salt that destroyed the previous steel walkway. Because FRP is roughly 75% lighter, the existing bridge chord required no structural reinforcement.

50 mm pultruded FRP grating panel for bridge maintenance walkway

Pultruded grating with grit-top surface for long bridge spans

FRP stair treads connecting bridge walkway levels
Outcomes and Inspection Findings
At 3-year inspection, the transportation authority reported zero corrosion on the FRP panels and SS316 brackets, no deflection issues, and no slip incidents during wet or frosty bridge inspections.
- Electrical safety: non-conductive surface permits safe work near electrified rail; no live-line safety incidents attributed to the walkway.
- Corrosion: zero de-icing salt corrosion after 3 winters; previous steel walkway required replacement within 6 years.
- Spans: 50 mm pultruded depth spans 1.5 m floor beams without intermediate support.
- Weight: ~75% lighter than steel; no bridge chord reinforcement required.
- Service life: expected 25+ years vs. 6 years for the previous steel walkway.
Engineering Notes
Bridge inspection walkways are specified for load, fire and durability: the deck is designed to the deflection-limited load table with the concentrated case checked, the E84 class is confirmed for the rated location, and grit-top handles the wet exposed surface. Lightweight FRP panels install over live traffic with minimal disruption — no hot work, no heavy crane lifts — and the corrosion-proof construction removes the repaint and replacement cycle of steel walkways on the same bridge.
What to Specify
- Deflection-limited spans; uniform and concentrated cases checked.
- E84 class confirmed for the rated location.
- Grit-top on exposed, wet surfaces.
- Lightweight panels for install over live traffic.
- Deflection-limited spans; uniform and concentrated cases checked.
- E84 class confirmed for the rated location.
- Grit-top on exposed, wet surfaces.
- Lightweight panels for install over live traffic.
Planning a Similar FRP Grating Project?
Send us your layout drawings, service chemicals and span requirements — ZeAllgrate will return a design proposal, load calculation and reference pricing within 48 hours.
- ZeAllgrate pultruded grating design guide, load and deflection tables.
- EN 1991-1-1 — Eurocode 1: actions on structures, imposed loads for walkways.
- ASTM G154 / ISO 4892 — accelerated UV weathering of plastics.
- Bridge inspection guidance on non-conductive access near electrified rail.
- Project inspection records supplied by Confidential Client; values quoted as-reported.
