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Fall Protection – Horizontal Lifeline (HLL) System Introduction Falls from height remain one of the leading causes of serious injuries and fatalities in the construction industry. Activities such as shuttering removal, slab edge work, steel erection, façade installation, and maintenance expose workers to significant fall hazards. To eliminate or control these risks, an effective Fall Protection System is essential. One of the most reliable and widely adopted engineered solutions is the Horizontal Lifeline (HLL) System. A Horizontal Lifeline (HLL) is a flexible line installed horizontally between two anchor points, to which workers attach themselves using a full-body harness and connecting device. It allows safe movement along a working surface while maintaining continuous fall protection. When properly designed, installed, and maintained, an HLL system significantly reduces the likelihood and severity of fall-related incidents. This document provides a detailed Hazard Identification and Risk Assessment (HIRA) for the Horizontal Lifeline system, including hazards, risk evaluation, control measures, standards, inspection requirements, and safe work procedures. A Horizontal Lifeline system consists of: Two or more certified anchor points Wire rope or synthetic rope lifeline (commonly galvanized or stainless steel wire rope) Energy absorber/shock absorber Turnbuckles or tensioning devices Intermediate supports (if required) Full body harness Lanyard or self-retracting lifeline (SRL) Connector (double lanyard with shock absorber or traveler system) The system allows workers to move freely along the working edge without disconnecting, ensuring 100% tie-off at all times. Need for HLL System in Construction In many construction sites, temporary lifelines are made using polypropylene (PP) ropes, which may not meet strength requirements and can degrade due to UV exposure, abrasion, or improper tensioning. Such unsafe practices increase the risk of system failure during a fall event. A properly engineered wire rope HLL system offers: Higher strength and durability Controlled deflection Shock absorption Continuous mobility Reduced need for repeated anchorage connections Compliance with safety standards Hazard Identification and Risk Assessment (HIRA) for HLL System 1. Hazard: Fall from Height Description: Worker may fall from slab edge, beam edge, or open side during construction or dismantling work. Causes: No fall protection Improper tie-off Failure of anchor point Worker disconnecting lanyard Potential Consequences: Serious injury (fracture, spinal injury) Fatality Legal consequences Project delay Risk Rating (Before Control): High Control Measures: Installation of engineered HLL system Use of full-body harness with double lanyard Certified anchor points (minimum 22 kN strength) Mandatory 100% tie-off policy Safety supervision and monitoring Permit to Work (PTW) system Residual Risk (After Control): Low (if system is properly implemented) 2. Hazard: Failure of Lifeline (Wire Rope Failure) Description: Wire rope may fail due to overloading, corrosion, or improper installation. Causes: Inadequate wire rope diameter No energy absorber Poor quality material Lack of inspection Consequences: Complete fall Multiple worker fall (if shared line) Fatal injury Control Measures: Use minimum 8 mm or 10 mm galvanized steel wire rope (as per design) Install energy absorber to limit impact forces Design calculation by competent engineer Regular inspection for corrosion and wear Limit number of workers per HLL (as per design capacity) 3. Hazard: Excessive Deflection of HLL Description: During a fall, the lifeline may sag excessively, causing the worker to hit a lower level. Causes: Long span without intermediate supports Improper tensioning No engineering design Consequences: Secondary impact Severe injuries Control Measures: Pre-engineered system with deflection calculation Installation of intermediate supports Proper tensioning using turnbuckle Maintain minimum clearance distance Fall clearance calculation before use 4. Hazard: Improper Anchorage Description: Anchor points may fail under load. Causes: Fixing to weak structures Uncertified anchors Temporary supports used as anchor Consequences: System collapse Multiple casualties Control Measures: Anchorage strength minimum 22 kN per worker Structural verification by engineer Use of certified anchor plates or beam clamps Prohibit tying to scaffolding unless certified 5. Hazard: Swing Fall Description: Worker falls and swings like a pendulum if anchor is not directly overhead. Causes: Improper positioning of HLL Working far from anchorage Consequences: Impact against structure Additional injuries Control Measures: Position HLL directly above working edge Restrict lateral movement Worker training on swing fall hazard