From Water Intrusion to a Portfolio-Wide Protection Plan: Dual Parking Garage Structural Assessment

Authored by Robert J. Dinjar, P.E., Structural Technical Director, Technical Services
Published June 10, 2026.

Case Study Overview

When a residential community operator identified water intrusion across two adjacent post-tensioned concrete parking garages, the Rimkus Built Environment Solutions (BES) team was retained to investigate the source and deliver a proactive maintenance plan

Post-Tensioned Concrete Parking Garages

Texas, USA

4-Story Building, 5-Level Garage

The Challenge: Two Structures, One Set of Questions

Managing a multi-property portfolio means that maintenance concerns rarely arrive in isolation. When the ownership team of a residential community in Texas received reports of water intrusion and concrete cracking across two adjacent parking garages, they faced a compounding challenge. They needed to assess the structural condition of both assets simultaneously and determine whether either posed a genuine risk.

Both structures are four-story buildings with five-level parking garages, built with post-tensioned cast-in-place concrete. The two parking garage structures also shared similar age, similar exposure conditions, and similar reported symptoms. Water was finding its way in, cracks were visible, and the roof level of both structures showed signs of water saturation. The question was not simply whether repairs were needed, but which repairs were critical, which were routine, and which required ongoing vigilance.

The key question: With two structures showing similar symptoms, how could the ownership team obtain consistent, evidence-based findings to support a single, coordinated capital plan, rather than two separate sets of unknowns?

The Approach: One Coordinated Assessment, Two Structures

The Rimkus BES team conducted an on-site structural inspection of both parking garages in a single coordinated engagement. This approach allowed for consistent methodology across the portfolio and for direct comparison of conditions between the two structures. The inspection covered all primary and secondary structural systems in each building:

Post-tensioned cast-in-place concrete system

  • Visual inspection of columns, beams, and slabs across all five levels of each garage, with particular attention to signs of deflection, bending, overloading, or tendon-related distress

Concrete masonry unit (CMU) partition walls

  • Assessment of non-load-bearing CMU walls at anchor points and transition zones for cracking patterns and water infiltration pathways

Sealants, backer rods, and transition joints

  • Evaluation of joint conditions between the parking garage structures and the adjacent residential building structures, a common site of water infiltration in mixed-use developments

Concrete slab and end wall cracking

  • Detailed documentation of crack orientation (horizontal and vertical), width, extent, and location across both structures, with specific attention to full-length cracks requiring monitoring

Roof slab and top deck condition

  • Inspection of both roof levels for signs of water saturation, efflorescence, and the presence or absence of a protective traffic coating

A licensed Professional Engineer supervised the inspection and the final report, confirming the findings met the necessary standards and were appropriate for use in capital planning.

Key Findings: Sound Structures with Targeted Vulnerabilities

Despite the reported water intrusion issues, the Rimkus BES team determined that both structures were fundamentally sound. The post-tensioned concrete systems showed no indications of overloading, deflection, or structural deterioration. The observed issues were maintenance and waterproofing in nature, but several required timely action to prevent escalation into more serious and costly structural deterioration.

Component

Rating

Key Finding

Recommended Action

Primary structural system: columns, beams, post-tensioned slabs (Savoye 1 and 2)

Good

No deflection, bending, or significant structural deterioration observed across either structure

No structural intervention required

Sealants at transition joints and movement areas

Fair

Age-related sealant and backer rod deterioration causing localized water infiltration

Remove debris, install new backer rods and sealant throughout affected areas

Concrete slab and end wall cracking (horizontal and vertical)

Fair

Localized cracks under ¼ inch; some full-length cracks require ongoing monitoring

Route and fill with flexible sealant; monitor full-length cracks every 6 months

Roof slab: water saturation and missing traffic coating (Savoye 1 and 2)

Action Required

Water-saturated concrete at roof level; no protective traffic coating present

Apply polyurethane traffic coating to top deck of both parking garages

A key distinction in this assessment was the identification of full-length cracks in the concrete slab and end wall. These cracks, while currently within acceptable widths, warranted structured monitoring for potential issues in the future. To mitigate these risks, Rimkus built a 6-month monitoring protocol into the recommendation, with a clear instruction to re-engage if crack widths increase. This type of nuanced, forward-looking guidance is what separates a professional engineering assessment from a standard inspection report.

Sound structures can still have vulnerable points. Knowing exactly where those points are, and how to watch them, is the difference between proactive management and reactive repair.Robert J. Dinjar, P.E., Structural Technical Director, Technical Services

The Value Delivered: From Unknowns to a Unified Plan

The value of this engagement extended beyond a simple delivery of inspection reports. By assessing both structures together, the Rimkus BES team delivered cost and schedule savings for the client with a clear and concise action plan.

Portfolio Efficiency

Risk Reduction

Proactive Asset Protection

Both structures assessed in a single coordinated engagement, delivering consistent methodology and comparable findings across the portfolio.

Confirmed structural integrity of both garages, eliminating uncertainty and enabling the owner to plan maintenance rather than brace for emergencies.

The roof deck traffic coating recommendation directly prevents reinforcement corrosion, one of the more costly failure modes in concrete parking structures.

Prioritized Action Plan

Long-Term Monitoring

Third-Party Credibility

Issues ranked by urgency (routine maintenance vs. action required) so capital can be directed where it matters most, first.

For full-length cracks, Rimkus built a monitoring protocol into the recommendation, protecting the owner from unforeseen deterioration.

Professionally-supervised reports with photographic documentation provide defensible due-diligence records for insurers, lenders, and ownership boards.

Why Multi-Structure Assessments Deliver Outsized Value

For property owners managing multiple structures, whether in the same complex or across a broader portfolio, coordinated assessments can offer compounding benefits. When the same team applies the same methodology to multiple assets, findings can be directly comparable, priorities are usually easier to sequence, and capital planning becomes strategic rather than reactive.

In this case, assessing both parking garages in a single engagement revealed that while the structural systems were in similar condition, both roof levels shared the same issue: water saturation and the absence of a protective traffic coating. A single, scalable recommendation to apply polyurethane traffic coating to both top decks addressed the systemic vulnerability in one coordinated action rather than piecemeal.

Key Takeaway

A coordinated, multi-structure assessment delivered more than the sum of its parts: consistent findings, portfolio-level insight, and a single prioritized action plan that allowed the ownership team to act decisively rather than reactively.

Why Choose Rimkus Built Environment Solutions?

Rimkus delivers coordinated structural assessments that give property owners and asset managers the clarity they need to protect their investments. We provided the following structural engineering, multi-asset assessment, and proactive property risk management services for this case study, and can offer additional integrated services.

  • Multi-Structure Parking Garage Structural Assessment
  • Post-Tensioned Concrete System Evaluation
  • Building Envelope and Joint Inspection
  • Sealant and Backer Rod Condition Assessment
  • Roof Deck Waterproofing Evaluation and Recommendations
  • Concrete Crack Documentation and Monitoring Protocols
  • CMU Wall Condition Assessment
  • Portfolio-Level Structural Risk Management
  • Professional Engineer-Supervised Reports
  • Preventive and Corrective Maintenance Planning

Managing multiple parking structures or a mixed-use residential portfolio?

Connect with a member of our Texas team or submit a request for consultation today!

Meet Our Texas Expert: Robert J. Dinjar, P.E.

Robert Dinjar

Structural Technical Director, Technical Services
Built Environment Solutions, Texas

+1 512 492 2290
[email protected]

View Robert’s Expert Profile

Robert Dinjar specializes in preparing structural engineering designs, designing building lateral resistive systems, and the inspection and certification for high wind and flood compliance. He has experience working with a wide range of structures including commercial buildings, parking garages, residences, retaining walls, and pools. Robert provides other built environment services such as remediation, construction defect evaluation, structural failure analysis, and storm and flood damage assessment.


This case study is intended to provide general information and insights into prevailing industry practices. It is not intended to constitute, and should not be relied upon as, legal, technical, or professional advice. The content does not replace consultation with a qualified expert or professional regarding the specific facts and circumstances of any particular matter.