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How General Contractors Work with Commercial Architects to Mitigate Risks and Deliver Superior Commercial Construction Projects

HardHatChat

For Directors of Construction, engaging the right general contractor (GC) who can work seamlessly with commercial architects is essential to mitigate risks and achieve project goals. Here, we dive deeper into how this partnership fosters superior results and minimizes risks.

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Early Collaboration: The Key to Commercial Construction Risk Mitigation

HardHatChat

Working with some of the best Directors of Construction, architects, and project managers in the business, we understand that risk management is a core concern for our clients. From financial overruns to project delays, unexpected risks can impact budgets, timelines, and overall project success.

Risk 156
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INSPECTION OF A BRIDGE STRUCTURE - The Constructor

The Constructor

Hence, the bridge must be regularly inspected and maintained for the benefit of its users. There are three levels of inspection: 1. General inspection: Usual inspection of representative parts of a structure. Carried out nor more than two years after last general or principal inspection. After a major incident.

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Top 10 OSHA Violations to Be Aware of in 2025

Safety Services Company

OSHA violations are more than just compliance issuesthey put lives at risk and jeopardize your company’s reputation. Prevention Steps: Conduct site inspections to identify all fall risks. Prevention Steps: Inspect ladders before each use for structural integrity. Remove and replace damaged ladders immediately.

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TYPES OF CONCRETE MIX DESIGN

The Constructor

IS 456-2000 has designated the concrete mixes into a number of grades as M10, M15, M20, M25, M30, M35 and M40. In this designation the letter M refers to the mix and the number to the specified 28 day cube strength of mix in N/mm2. For this reason, the minimum compressive strength has been included in many specifications.

Concrete 240
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ACCEPTANCE CRITERIA FOR DESIGN MIX CONCRETE

The Constructor

III Concrete which does not meet the strength requirements as specified in I, but has a strength greater than that required by II may, at the discretion of the designer, be accepted as being structurally adequate without further testing. times the standard deviation; and 2) 0.80 times the standard deviation; and 2) 0.80

Concrete 230
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OSHA citing maintenance equipment violations despite low risk

FDR Safety

Many of you may be wondering why, all of a sudden, OSHA is spending an inordinate amount of time inspecting the machines and equipment in plant maintenance areas. Typically, these machines are used for low-risk tasks performed by skilled workers. Despite the very low risk, OSHA is indeed citing for the things noted above.

OSHA 153