Construction safety management

Construction is one of the most dangerous industries in North America. Workers are killed or injured by falls, by being struck by vehicles and equipment, by trench collapses and by contact with electricity far more often than in most other occupations. On a road and culvert project, the hazards are concentrated: heavy equipment working beside live traffic, deep trenches in soft ground, a cofferdam in a flowing creek, overhead power lines and buried gas mains. Safety is first the contractor's legal duty, but owners and engineers have duties too, and the decisions made in design and contract administration shape how safe the site can be. This lesson looks at those duties and at the tools used to manage safety on the Ridgeway package. CON-355 covers safety leadership for site supervisors in more depth.

Who is responsible

Ontario's Occupational Health and Safety Act and its regulation for construction projects, O. Reg. 213/91, place the main duty on the constructor, the party that undertakes the project for the owner, here Northline Civil. The constructor must ensure that every employer and worker on the project complies with the Act and regulations, that the health and safety of workers is protected, and that a competent supervisor is in charge. Each employer, including every subcontractor, has duties to its own workers, and workers have duties too, along with the rights to know, to participate and to refuse unsafe work. An owner that directs the work closely, or undertakes part of it itself, can become a constructor. Projects above a set cost must be registered with the Ministry of Labour before work starts, and larger projects need a joint health and safety committee or a health and safety representative.

The engineer's position is delicate. Kestrel Bay's contract administrators are on site every day and see the work, but they do not control the means and methods, and the contract says so. If they start directing safety measures, they may assume a duty they cannot discharge. If they ignore an obvious danger, they fail their professional duty to the public and, possibly, their legal duty. The accepted course is clear: an engineer who sees an imminent danger tells the contractor's supervisor at once, records it, and, if the danger is not addressed, uses the contract's power to stop the affected work and informs the owner and, if necessary, the regulator. Professional codes of ethics in both countries put public safety first.

Designing for safety

Many hazards are fixed in design, long before a contractor arrives. Prevention through design, sometimes called safety in design, asks designers to remove hazards or reduce them at source. On the Ridgeway package that meant precast culvert segments rather than cast-in-place work in the creek, which shortened the time workers spent in the cofferdam; locating the storm sewer away from the overhead power line along the north side; specifying anchor points on the retaining wall for fall protection during later maintenance; and staging the road so that crews work behind barriers, not cones, beside traffic. The designer's risk register, handed to the contractor in the tender documents, listed the residual hazards that design could not remove: the soft, wet clay, the live gas main crossing the trench at the roundabout, and the creek.

The contractor's safety program

Northline's site-specific safety plan, submitted before mobilization and reviewed by Kestrel Bay for completeness, covers hazard identification and job hazard analyses for each major task, the competent persons named for excavations and the cofferdam, emergency response and rescue, first aid, traffic management, training and orientation of every worker and visitor, daily tailgate meetings, inspections, incident reporting and investigation, and subcontractor management. Tasha Greene, Northline's safety coordinator, runs it. A plan on paper is only the start; the measure is whether the field crews actually do what it says, which is why inspections and leading indicators matter.

Excavations and trenches

Trench collapses kill workers every year, often in trenches only a few metres deep, because a cubic metre of soil weighs as much as a small car. O. Reg. 213/91 requires every trench deeper than 1.2 m to be supported by a support system, such as a trench box or shoring, or to have its walls sloped, according to the type of soil, unless it is cut in sound rock. Soft, wet clay that squeezes into the excavation, like the varved clay at the culvert, is the weakest soil type in the regulation, which requires walls sloped at about three horizontal to one vertical from the bottom, or a support system designed for the conditions. Support systems for deep or unusual excavations must be designed by a professional engineer.

# Safety statistics for the Ridgeway season, a taper length check and the culvert trench slope
UNITS = "SI"
SI = UNITS == "SI"
hours = 96400                        # worker-hours on the contract, May to October
recordable, lost_time, restricted, first_aid, near_miss = 2, 1, 1, 14, 37
trir = recordable * 200000 / hours
ltifr = lost_time * 200000 / hours
dart = (lost_time + restricted) * 200000 / hours
print(f"Worker-hours {hours:,}: TRIR {trir:.2f}, lost-time rate {ltifr:.2f}, DART {dart:.2f} per 200,000 hours")
print(f"Leading indicators: {near_miss} near misses and {first_aid} first aids reported; ratio {near_miss / max(recordable, 1):.0f} near misses per recordable")
# work zone taper: the familiar US formula, used here as an engineering check against the manual's tables
if SI:
    W, S = 3.5, 60                       # lane width m, posted speed km/h
    W_ft, S_mph = W / 0.3048, S / 1.609
else:
    W_ft, S_mph = 12, 35
Lft = W_ft * S_mph ** 2 / 60 if S_mph < 45 else W_ft * S_mph
print(f"Merging taper: L = W S^2 / 60 = {Lft:.0f} ft" + (f" = {Lft * 0.3048:.0f} m; compare with the Book 7 tables" if SI else ""))
# culvert trench: 3.6 m deep in soft, wet varved clay
depth = 3.6 if SI else 12.0
ratio = 3.0 if SI else 1.5              # horizontal : vertical for the soil type assigned (see text)
top = 2 * ratio * depth + (5.6 if SI else 18.0)   # base width for the 4.5 m box plus working room
u = "m" if SI else "ft"
print(f"Trench {depth} {u} deep at {ratio}H:1V each side: top width {top:.1f} {u} (base {5.6 if SI else 18.0} {u})")
print("Too wide for the creek corridor: use a braced trench box or sheet piling designed by an engineer instead.")

Worker-hours 96,400: TRIR 4.15, lost-time rate 2.07, DART 4.15 per 200,000 hours
Leading indicators: 37 near misses and 14 first aids reported; ratio 18 near misses per recordable
Merging taper: L = W S^2 / 60 = 266 ft = 81 m; compare with the Book 7 tables
Trench 3.6 m deep at 3.0H:1V each side: top width 27.2 m (base 5.6 m)
Too wide for the creek corridor: use a braced trench box or sheet piling designed by an engineer instead.

The sloped trench for the culvert would be over 27 m wide at the top, far wider than the creek corridor allows and wider than the cofferdam. The answer is a support system: Northline's engineer designed a braced sheet-pile excavation, which also serves as part of the cofferdam, and Kestrel Bay reviewed it for its effect on the permanent culvert and the creek. The calculation is a good example of why engineers should check constructability early: the sloped option was never realistic, and the support system had to be priced and scheduled from the start.

Work zones and traffic control

Road workers are struck by vehicles in work zones every year, and a road reconstruction that keeps traffic moving puts crews within a metre or two of passing cars for months. In Ontario, temporary traffic control follows Book 7 of the Ontario Traffic Manual, which sets out typical layouts for lane closures, flagging and work beside traffic, and O. Reg. 213/91 requires a written traffic protection plan where workers may be endangered by vehicles. A work zone has an advance warning area, a transition area where traffic is shifted by a taper of cones or barrels, a buffer space, the activity area, and a termination area. Book 7 tabulates taper lengths by posted speed; Sofia's script uses a common engineering formula as a cross-check and gives about 81 m for a 3.5 m lane at 60 km/h, to be compared with the manual's table.

The Ridgeway traffic plan used concrete barriers rather than cones wherever crews worked beside traffic for more than a few days, a reduced posted speed through the work zone, police enforcement during peak hours in the first weeks, and a flagging plan for short closures. Each change in stage was set up under the eye of Northline's traffic control supervisor and inspected by Owen before work resumed.

The cofferdam, the creek and other high hazards

Work in and beside water adds hazards of its own: drowning, cold-water shock, the sudden failure of a cofferdam, and flash rises in the creek after a storm upstream. The Ridgeway cofferdam plan, prepared by Northline's engineer, set a creek level at which the crew must leave the enclosure, a rescue plan with a throw bag and a boat on standby, personal flotation devices for anyone working near open water, and daily inspection of the sheet piles and the diversion pipe. Owen checked the creek gauge each morning and recorded it in the diary, so that the record would show whether the trigger level had been respected.

Two other high hazards needed specific controls. The live gas main crossing the roundabout excavation was located by the utility, marked, and exposed by hand or vacuum excavation before any machine dug near it, under the utility's supervision. The overhead power line along the north side meant a limit of approach for the excavators and the crane setting the culvert segments; Northline posted a spotter whenever a boom worked within the warning distance and installed height markers on the haul route. In both cases the controls came from the hazard list in the tender documents, which is where prevention through design hands over to the contractor's safety program.

Confined spaces also appeared on the project: the new storm sewer maintenance holes and the culvert itself before its ends were opened. Entry required atmospheric testing, ventilation, an attendant outside and a rescue plan, under the confined space rules in each jurisdiction. Most entries could be avoided by inspecting with cameras, which is the first control to consider.

Measuring safety performance

Injury rates are the familiar measures. The total recordable incident rate, TRIR, is the number of recordable injuries and illnesses per 200,000 hours worked, roughly 100 full-time workers for a year; the lost-time rate counts only injuries that kept the worker off the next shift; DART counts cases with days away, restricted work or transfer. These are lagging indicators: they count harm already done, and on a single project the numbers are too small to be statistically meaningful. Over the 2027 season, 96,400 hours were worked on the Ridgeway package, with two recordable injuries, one of them a lost-time injury, a TRIR of 4.15.

Leading indicators measure the activities that prevent harm: inspections completed, hazards reported and corrected, near misses reported, training delivered, toolbox talks held. Northline's crews reported 37 near misses, about 18 for every recordable injury. A high near-miss count is a good sign, not a bad one, because it shows that crews feel safe reporting small events, which is how the large ones are prevented. Kestrel Bay included both kinds of indicator in its monthly report to the city.

Practical points

• Know who the law makes responsible on your site, and do not take on control you cannot exercise.
• Remove hazards in design where you can, and tell the contractor about those that remain.
• Check that excavation, cofferdam and traffic control plans exist, are designed where required, and are followed.
• Act on imminent danger at once, in writing, using the contract's power to stop work if needed.
• Track leading indicators as well as injury rates.