Prostatika
Projects

Work described by what it resolved.

Client names are withheld where confidentiality applies. Scope, method and measured outcome are not.

Airports

Kochi, India

2025

Terminal Roof Capacity Review

Load rating of a 96 m span steel roof prior to installation of new baggage handling gantries.

Measured section losses were lower than the record drawings implied. The gantry loads were accepted without strengthening, subject to a five-year fatigue re-inspection.

96 m

Clear span assessed

0

Strengthening interventions

11 wks

Programme saved

Bridges

Western Ghats Corridor

2025

Prestressed Viaduct Grout Verification

Duct grout continuity assessment across 44 spans using impact echo and borescope verification.

Seven ducts showed voiding at anchorage zones. Targeted vacuum re-grouting replaced a proposed full-deck intervention.

44

Spans surveyed

7

Defective ducts located

82%

Cost reduction vs. baseline

Data Centres

Hyderabad, India

2024

Hyperscale Data Centre Slab Deflection

Investigation of long-term deflection in post-tensioned slabs supporting UPS plant.

Creep under sustained plant loading, not construction defect. Monitoring regime agreed with the insurer; no plant relocation required.

18 mm

Measured deflection

24 mo

Monitoring period

0

Operational downtime

Industrial

Odisha, India

2024

Cooling Tower Shell Inspection

Full external and internal shell condition survey by UAV, replacing rope access.

Complete defect map at 1.2 mm ground sample distance in four days, with the tower remaining in service throughout.

1.2 mm

Ground sample distance

4 days

Survey duration

100%

Shell coverage

Metro

Chennai, India

2024

Metro Viaduct Bearing Replacement

Design and supervision of bearing replacement on an operational elevated corridor.

Jacking sequence executed within nightly possessions, with continuous displacement monitoring against 2 mm limits.

68

Bearings replaced

2 mm

Displacement tolerance

0

Service disruptions

Ports

Gujarat Coast

2023

Quay Wall Residual Life Study

Chloride profiling and corrosion assessment of a 40-year-old berth structure.

Residual life of 14 years established under current loading; phased cathodic protection specified in place of reconstruction.

14 yrs

Residual life established

310 m

Berth length

62

Cores tested

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