Fire Safety & Compliance Capacity Analysis Tool
Analyze the capacity of your fire safety and compliance operation region by region. Use the free analysis to see how you’re managing resources against statute. Break down capacity by fire extinguisher, emergency light, and fire door servicing dates, time on site, travel between jobs, planned inspections, and reactive visits. Compare current numbers of fire risk assessor, safety inspectors, and compliance specialists with how many your operation actually requires.
Capacity analysis
Modeled requirement
Your headcount is consistent with the model.
Add a second region, the differences between regions are where the answer usually is.
47 - 64 technicians modeled, against 58 today.
An estimate from a travel-and-capacity model, not a simulation of your actual jobs. Real routing depends on where your work actually falls.
One region gives you a headline number. Add a second region to see where the difference actually is.
| Region | Jobs/day | Techs today | Modeled | Gap | Jobs/tech/day | Travel/job | Travel share |
|---|---|---|---|---|---|---|---|
| Region 1 | 260 | 58 | 56 | +2 | 5.7 | 8.9 min | 12.0% |
Add a second region to compare jobs per technician per day across your operation.
The model treats each region as independent and does not move technicians across boundaries. Real operations do, so your true requirement is usually a little lower than the figure above.
Get the full report
Get a full breakdown with the table, benchmarks for each region, full working and region-by-region guidence in one report. Download a printable PDF, spreadsheet or get a sharable link, everything stays free either way.
Your technicians spend 350 hours a week between jobs rather than on them. Neither figure needs more headcount to improve.
This model assumes competent but unaided scheduling. That is the baseline it measures you against, so being consistent with it means you are normal, not that you are finished. The gap between unaided and optimized is what eLogii works on: sequencing against the real road network, respecting skills and time windows without a dispatcher holding it in their head, and re-planning when the day changes rather than at 6am.
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How to work out how many field service technicians you need
The common approach is to divide total job hours by total shift hours. That answers a different question, because it assumes a technician spends the whole shift on site. In practice a meaningful share of the day goes on driving between jobs, and how much depends on how densely your work falls, how many of your technicians are qualified to take the job in front of them, and how much of the day is planned rather than reactive.
The calculation runs in seven steps, per region:
D = jobs per day ÷ service area, stop density, in jobs per km² per day.d = (k × c) ÷ √D × skill factor × scheduling factor, mean distance between consecutive jobs, in km.travel minutes = (d ÷ v) × 60 + p, driving time plus parking and access.minutes per job = time on site + travel minutesavailable minutes = shift − breaks − admin − commute overheadjobs per technician per day = available minutes ÷ minutes per jobtechnicians required = (jobs per day ÷ jobs per technician per day) ÷ availability factor
D- Stop density, jobs per square kilometer per day. The single most important input, and the reason a blended service area gives a poor answer.
k- The Beardwood–Halton–Hammersley constant, 0.70. It comes from the approximation that a tour through n points scattered in an area A has length roughly
k√(nA). Dividing by n gives mean leg distance as a function of density alone, the area cancels, which is what makes this computable in a browser. c- Circuity, road distance divided by straight-line distance. 1.25 urban, 1.30 suburban, 1.35 rural.
v- Effective door-to-door speed, in km/h. 28 urban, 40 suburban, 52 rural. These are averages that already absorb stop-start driving, not free-flow speed limits.
p- Park, access and sign-in time, in minutes per job. Default 3.
- Skill factor
- The penalty for a mixed-skill workforce, because a technician can only be sent to jobs they are qualified for. Explained below.
- Scheduling factor
- The penalty for reactive work being injected into an otherwise planned day. Explained below.
- Availability factor
- The share of paid technician time actually available after holiday, sickness, training and on-call recovery. Default 0.82.
Why you can't do this with one blended service area
Mean distance between jobs scales as one over the square root of density. That relationship is non-linear, so averaging a dense metro region together with a sparse rural one does not give you the average of the two, it distorts both, understating travel in the sparse region and overstating it in the dense one.
For an operation with genuinely different regional densities, a single blended area produces roughly 30 to 60% error in modeled travel distance. That sounds fatal, but travel is only 10 to 25% of the minutes attached to a job, so the error is damped by the time it reaches headcount: expect 5 to 12% error in the modeled technician requirement. It is larger for short-job operations such as inspections, metering and 20 to 40 minute visits, where travel dominates the job, and smaller where jobs are long.
So the accuracy gain from modeling regions separately is real but modest, and we are not going to overstate it. The reason this tool insists on multiple regions is different: the per-region breakdown is the answer. If you run 200 technicians you already know your headcount. What you probably do not know is that one region completes 18% fewer jobs per technician per day than another, or that travel eats nearly a third of the working minutes in your worst region and a tenth in your best. That gap is actionable. A total is not.
Worked example
A field service operation running 800 jobs a day across three regions with 225 technicians. Time on site averages 75 minutes everywhere. The working day is a 510-minute shift less 30 minutes of breaks, 25 minutes of admin and 35 minutes of commute overhead, leaving 420 available minutes. Work is 60% planned and 40% reactive. 70% of technicians are generalists covering 75% of job types; the remaining specialists cover 25%.
Those settings give a skill factor of 1.40829 and a scheduling factor of 1.41900, which multiply to a combined travel multiplier of 1.99836 applied to every region's mean leg distance.
| Metro | Suburban | Regional | |
|---|---|---|---|
| Jobs per day | 420 | 260 | 120 |
| Service area (km²) | 1,600 | 4,200 | 18,000 |
| Area type | Urban | Suburban | Rural |
| Density (jobs/km²/day) | 0.26250 | 0.06190 | 0.00667 |
| Mean leg distance (km) | 3.41 | 7.31 | 23.13 |
| Travel per job (min) | 10.31 | 13.96 | 29.69 |
| Total minutes per job | 85.31 | 88.96 | 104.69 |
| Jobs per technician per day | 4.92 | 4.72 | 4.01 |
| Travel share of job time | 12.09% | 15.70% | 28.36% |
| Technicians required | 104.04 | 67.16 | 36.48 |
| Technicians today | 110 | 70 | 45 |
The model requires 207.7 technicians in total, a band of 177 to 239 once the ±15% uncertainty is applied. The operation has 225. That sits inside the band, so the honest conclusion is that the headcount is consistent with the model. There is no surplus or shortfall worth asserting.
The useful findings are elsewhere:
- Regional completes 18.5% fewer jobs per technician per day than Metro , 4.01 against 4.92.
- Travel per job in Regional is 2.88× Metro's , 29.69 minutes against 10.31.
- Travel consumes 28.4% of job time in Regional, against 12.1% in Metro.
- Across the operation, 960 technician-hours a week are spent driving between jobs.
Two sensitivities worth noting from the same example. Cutting reactive work from 40% to 20% drops the requirement to about 205.1 technicians. Raising the generalist share from 70% to 90% drops it to about 204.5. Neither is dramatic on its own, which is itself worth knowing before you reorganize a workforce on the promise of a large saving.
Finally, the reason for insisting on three regions rather than one: modeled as a single blended area of 800 jobs across 23,800 km², the mean leg distance comes out at 9.92 km, against a volume-weighted 7.64 km when the regions are calculated separately. That is 29.9% overstated , and it would have been invisible.
Why a mixed skill base costs more travel than you'd expect
If a technician can only perform a fraction s of your job types, then from that technician's point of view the density of eligible work is not D but s×D. Since mean leg distance scales as one over the square root of density, their travel scales as 1/√s.
The trap is what happens when you have a mixed population. It is tempting to average the coverage across your technicians and then apply the square root. That is the wrong order of operations, and it understates travel, because 1/√s is a convex function, so the average of the penalties is always larger than the penalty of the average.
Take 70% generalists covering 75% of job types and 30% specialists covering 25%:
Correct: 0.70/√0.75 + 0.30/√0.25 = 0.80829 + 0.60000 = 1.40829
Naive: s̄ = 0.70(0.75) + 0.30(0.25) = 0.600 ; 1/√0.600 = 1.29099
Doing it correctly gives a travel factor 9.1% higher than the naive blend (1.40829 against 1.29099). Put the other way round, the naive method understates the travel penalty by 8.3%.
The intuition is worth holding on to: specialists are rare, so the nearest job a specialist is qualified for is disproportionately far away, and that penalty does not average out. It is why an operation can add technicians without adding much throughput: if the technicians added are specialists, most of their extra capacity goes into the windshield.
Planned vs reactive: what the mix does to capacity
Planned work can be batched, clustered geographically and scheduled into sensible AM/PM windows. Reactive jobs arrive during the day against a response SLA and have to be inserted into routes that were already built. The second kind costs more, and it costs more than its own share of the volume, because inserting an emergency job degrades the planned route it was inserted into.
The model handles this in two parts:
scheduling factor = (planned share × 1.15 + reactive share × 1.50)
× (1 + 0.25 × reactive share)
The first bracket is the weighted cost of the two kinds of work: 1.15 for planned work with batching and time windows, 1.50 for emergency insertion against a response target. The second bracket is the disruption term, the degradation that injected reactive work causes to the planned routes around it. It is the cost re-planning the day as it changes is meant to recover. Without it, the model would treat the two populations as independent, which is not how a dispatcher's day works.
At the extremes: an entirely planned operation carries a factor of 1.15. An entirely reactive one carries 1.50 × 1.25 = 1.875. The gap between those two is the largest single lever in the model, bigger than skill mix, and bigger than most realistic changes to headcount.
Field service capacity benchmarks: what "normal" looks like
Before you model your own operation, it helps to know the industry baselines. These are the numbers a well-run field service team tends to hit, and the gap between them and where most operations actually sit is what this tool is built to find. Unlike the modeled table below, these are observed figures from published sources.
- Jobs per technician per day: 3 to 5 is standard, up to 7 for short-visit work. The figure is driven almost entirely by time on site and travel, so the shorter the visit, the more the day becomes a travel problem. (ServiceTitan, 2026)
- Technician utilization: 70 to 85% is healthy, below 60% signals real inefficiency. Utilization is billable hours over paid hours, so a technician who spends the afternoon driving is busy but not productive. (FieldEdge)
- Windshield time: 20 to 30% of an urban technician's day, 40 to 50% in rural areas. Driving is a 15 to 30% productivity tax on most field service businesses, and above 35% in a city is a red flag. (Field Service Software, 2026)
- More than half the working day, before optimization. In complex, multi-region field service operations, eLogii commonly observes technicians spending over 50% of the day driving before routes are optimized, consistent with the upper end of published windshield-time ranges, and the single biggest recoverable capacity in most operations. (eLogii field data)
- First-time fix rate: around 80% average, 90% is the target. Every failed first visit is a second trip, pure travel with no new job completed. (CompareSoft, via ServiceTitan)
- Around a third of maintenance work is unplanned. Reactive callouts do not batch like planned work, and they degrade the planned routes around them, which is why the planned-versus-reactive mix changes your headcount, not just your stress levels. (Utility Magazine)
As of May 2025, of 4,411 identified residential buildings over 11 metres with unsafe cladding, 47% had still not started or completed remediation, quantifying the statutory fire-safety compliance backlog now driving demand for assessment, fire-door and system-servicing work. (PropertyWire, citing MHCLG remediation data)
Where your own operation sits against these is what the analyzer above works out, region by region.
Fire safety benchmarks: visits per engineer per day
The table below is what this model implies for representative operations at three densities: 0.25 jobs/km²/day (urban), 0.06 (suburban) and 0.007 (rural), with the default working day of 420 available minutes, 60% planned work and a 70/30 generalist split.
These are modeled figures, not observed ones. They are reproducible from the formula above rather than drawn from a survey, and they are here so you can sanity-check your own inputs against the model's own logic. Published industry benchmarks with attributable sources, and eLogii's own figures once the benchmark dataset has volume, will replace this table, we are not going to print numbers we cannot attribute.
| Time on site | Urban | Suburban | Rural |
|---|---|---|---|
| 15 min | 17.4 | 15.5 | 10.7 |
| 45 min | 7.8 | 7.3 | 6.1 |
| 90 min | 4.2 | 4.1 | 3.7 |
| 120 min | 3.3 | 3.2 | 2.9 |
| 180 min | 2.2 | 2.2 | 2.1 |
| 480 min | 0.9 | 0.9 | 0.8 |
A fire visit's length scales with the number of assets on site rather than a fixed procedure, which is why these rows run from a quarter-hour to a full day. Read the row matching your own average visit rather than the middle of the table: a single-asset extinguisher check sits near the top of it, a routine multi-asset round somewhere in the middle, and a full fire risk assessment near the bottom.
Read across a row and the effect of density is clear: at 30-minute jobs, a rural technician completes about a third fewer jobs than an urban one purely because of driving. At 120-minute jobs the same density difference costs only about 12%. The shorter your jobs, the more your capacity is really a travel problem.
What to do when a region is underperforming
Five levers, in the order most operations should consider them. Only one of them is software.
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Redraw the boundary
The largest single input to travel is density, and density is partly a drawing decision. A region that covers a large sparse area plus a dense town is two different operations sharing a manager. Splitting them, or moving the boundary so each region has a coherent density, changes the arithmetic before anyone does anything differently.
-
Cross-train toward generalists
Because the skill penalty scales as 1/√s, the returns are largest when coverage is worst. Moving a technician from covering 25% of job types to 50% cuts their travel penalty by nearly 30%. The same training applied to someone already at 75% barely moves anything. Target the narrowest specialists first.
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Move the start point
Commute overhead comes off the top of every technician's available minutes before any work happens. In the default working day it is 35 minutes of a 510-minute shift, about 7%. A depot in the right place, or a shift to home-start where it suits the geography, recovers some of that across the whole region at once.
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Convert reactive work to planned
This is the biggest lever in the model and usually the hardest one commercially. Anything that moves work from an unplanned callout to a scheduled visit, condition-based triggers, better triage at the point of booking, customer-facing slot selection, a tighter planned-visit cadence, reduces both the direct cost of the reactive job and the disruption it causes to the routes around it.
-
Schedule the work better
This model assumes competent but unaided scheduling. The gap between that and constraint-aware optimization is real, and it is what routing software addresses: sequencing against the actual road network, respecting skills and time windows without a dispatcher holding it in their head, and re-planning when the day changes rather than at 6am. It is the last lever on this list because the four above are usually cheaper, and because software applied to a badly drawn region mostly just optimizes the driving between the wrong jobs.
Frequently asked questions
How many sites can a fire safety engineer service per day?
It depends on asset density. A day of short extinguisher and emergency-lighting rounds at clustered sites can run to many visits, while a full fire risk assessment or fire-door survey fills a half-day or more. Model your real job mix, because time on site scales with the number of assets, not a fixed procedure.
Why is fire safety demand so predictable?
Because it is statutory. Every asset carries a legally-anchored recurrence date, annual extinguisher service under BS 5306-3, monthly and annual emergency-lighting tests, quarterly communal fire-door checks, so the servicing calendar is largely fixed a year ahead and backlog means missed legal deadlines.
How should I split planned and reactive work?
Fire safety servicing is overwhelmingly planned, often 90% or more, because it is calendar-driven by statute and standards. The small reactive share is failed-test remediation, post-discharge recharge and damage callouts. Count scheduled servicing as planned and callouts as reactive.
Why are fire risk assessors the binding constraint?
Because assessment is a certificated, supply-limited discipline. Fire risk assessors, now benchmarked by the BS 8674 competence framework, plus FDIS door inspectors and schemed sprinkler engineers cannot be scaled as fast as extinguisher servicing, so plan generalist and specialist pools separately.
Why does time on site scale with asset count?
Because a fire visit's length is roughly the number of units times the minutes per unit, plus travel and setup. A dense estate with many doors, luminaires and extinguishers per address gives efficient rounds; scattered single-asset sites are travel-dominated even for short jobs.
What generalist share should I use?
Count as generalist the fire technicians who service extinguishers, test emergency lighting and do routine fire-door checks, usually 70 to 80%. The specialists are fire risk assessors, FDIS-certified door inspectors and sprinkler or suppression engineers, whose work is certification-gated.
What availability factor should I use?
The default is 0.82. The three-hour emergency-lighting full-duration test and multi-day assessments create long, low-mobility blocks, so operations heavy in those often sit a little lower once that time comes out of paid hours.
Will this just tell me to hire engineers?
No. Because the work is so schedulable, the first lever is usually clustering statutory servicing by area and asset density. Redrawing boundaries, batching high-asset sites and adding assessor cover where it is the bottleneck can recover capacity before hiring.
How do I work out how many fire safety engineers I need?
Add up the annual servicing minutes your statutory calendar demands, then divide by the productive hours one engineer delivers. The tool sums time on site across every extinguisher, emergency light and fire door, layers in travel between sites, applies your availability factor and returns a required headcount per region. It then subtracts your current engineers and assessors so you see the gap rather than a total.
What utilization rate should a fire compliance operation aim for?
Seventy to 85% of paid hours on billable work, once travel, van stock checks and certificate write-ups are removed. Chasing the top of that band leaves no slack for failed-test remediation or a post-discharge recharge callout, and a statutory operation cannot afford to miss a BS 5306 service date. The availability factor models this rather than assuming a full shift is productive.
How much of a fire engineer's day is really drive time?
Benchmarks put driving at 20 to 30% of an urban technician's day and 40 to 50% in rural areas, and scattered single-asset rounds sit at the top of whichever applies, because a fifteen-minute extinguisher check can carry a long drive either side. The tool estimates travel from region area and site density, then scales it against time on site. Dense estates with many assets per address recover that lost time; long rural legs do not.
Why not just divide total job hours by shift hours to size the team?
That undercounts every time, because it ignores travel between sites and assumes an engineer is billable for the whole shift. A day of eight fire-door checks across a city is mostly driving and parking, not inspection. The tool separates time on site, travel and the availability factor, so the required headcount reflects the day an engineer actually works.
Can I compare different regions or contracts side by side?
Yes. Model each region or contract as its own row with its own asset count, area, site density and current headcount, and the tool sizes each independently. This is usually where the answer lives: one contract may be two assessors short while another carries spare extinguisher-servicing capacity. The per-region gap tells you where to redeploy before you hire.
How should I handle subcontracted fire door or sprinkler work?
Model only the assets your own engineers and assessors service, and leave subcontracted FDIS door inspections or schemed sprinkler servicing out of the headcount you are sizing. If you later bring that work in house, add those assets and specialist minutes back and re-run. Keeping subcontracted volume separate stops the tool telling you to hire for work someone else already covers.
Does the plus or minus range mean the numbers are unreliable?
No. The band reflects genuine variation in service times, travel and failed-test rework, not a flaw in the model. If it says nine to eleven engineers, plan around the top so a spike in remediation or a cluster of assessment renewals does not blow your statutory calendar. Sharper asset counts narrow it.
See it against your real jobs
This page measures you against competent but unaided scheduling. That is why a headcount inside the band means normal rather than finished: the model prices the work, not how well it is sequenced. eLogii plans from the actual jobs, using real addresses, real skills, real time windows and the real road network, and re-plans when the day changes rather than at 6am.