Rotating shift patterns: covering the posts and balancing the hours
Updated: 2026-08-13 · ISKRIT
Covering a post around the clock is arithmetic before it is scheduling. The number of crews follows from the hours the post must be manned and the hours one person may work, and every pattern in use is a solution to that one equation.
How many crews a post needs
A post manned continuously consumes 168 hours a week. A full-time worker supplies roughly 40. Four crews therefore cover 160 and leave a gap that overtime or a fifth crew has to fill. This is why continuous operations settle on four crews with planned overtime or five crews with slack, and never on exactly four with no overtime.
| Crews | Average week | What it means in practice |
|---|---|---|
| 3 | 56 h | only workable with long shifts and heavy overtime |
| 4 | 42 h | the common continuous arrangement, small standing overtime |
| 5 | 33.6 h | slack for training, leave and absence without overtime |
Why hours balance over a period, not a week
No rotating pattern gives the same hours every week. A four-on four-off cycle produces weeks of 36 and 48 hours in alternation, and neither is the contracted week. The accounting therefore runs over a period long enough for the cycle to complete: a quarter or a year, depending on the pattern and what the contract allows.
Two consequences follow, and both surprise people. Overtime is the excess over the period norm, not over 40 in any one week, so a 48-hour week inside a balanced quarter is not overtime. And an employee who leaves mid-period has to be settled against the hours actually worked against the norm to that date, which is a calculation nobody wants to do by hand.
The rules that shape the pattern
Rest between shifts, consecutive night limits, weekly rest and the length of a single shift are constraints, not preferences, and they eliminate most patterns before scheduling starts. The one that catches people out is the changeover: rotating forward, from nights to days, gives a short rest at the turn unless the pattern builds in a free day. A pattern that looks balanced on the hours can still be unworkable at exactly one point in the cycle.
Forward or backward rotation
Rotating forward, days to evenings to nights, follows the body clock and is generally tolerated better than the reverse. Backward rotation compresses rest at every changeover. The choice affects absence and error rates more than the hours do, and it costs nothing to get right at the design stage.
Coverage before fairness
A roster that treats every crew identically is fair and often fails, because posts differ: some need a qualified person on every shift, some do not run at weekends. Coverage is a hard constraint and fairness is an objective, and solving them in the wrong order produces a pretty roster with a hole in it.
The shift schedule generator builds the pattern from the posts and the crew size, reports the hours against the period norm rather than against the week, and flags the changeover where rest falls short.
Calibration intervals: setting them, shortening them, defending them
Turning an estimate into a bill of quantities that foots
Progress billing: percent complete, carry-forward and retention
Checking claimed quantities: the design schedule and the survey
Pile capacity from CPT: how the LCPC method reads a cone trace
Driven and bored piles: why the same soil gives different capacity
What belongs on a borehole log, and what quietly gets left off
Drawing a cross section: correlating layers between boreholes
From an AGS4 file to a laboratory summary: what the groups carry
Characteristic values: turning a set of test results into one number
Void ratio, porosity and saturation from one density test
When one soil layer is really two: splitting geotechnical units
ASTM D4253 and D4254: maximum and minimum index density
Relative density Dr and density index Id are not the same number
USCS classification step by step: ASTM D2487
Cu and Cc: what the two gradation coefficients actually tell you
Dual symbols in USCS: the 5 to 12 percent fines band
EN ISO 14688-1 against USCS: two different size ladders
AGS4 file validation: what the rules actually check
AGS4 syntax: the five rules that break a delivery
ASTM D2435 oedometer test: from the curve to Cc, mv and Eoed
Converting oedometer modulus to Young’s modulus
EN ISO 17892-5 and ASTM D2435: where the two diverge
ASTM D1196 plate load test: modulus and subgrade reaction
DIN 18134: Ev1, Ev2 and the compaction ratio
Ménard pressuremeter modulus: ASTM D4719 and EN ISO 22476-4
Permeability from a pumping test: the Dupuit formulas
Shewhart control chart constants: A2, A3, B3, B4, D3, D4, d2, c4
The eight out of control tests on a Shewhart chart
Repeatability and reproducibility limits: where 2.77 comes from
How rebar cutting plans are optimised: the cutting stock problem
Cutting waste in rebar fabrication: what percentage is normal
Rebound hammer calibration: why the factory curve is not enough
Kerf and offcut: what a linear cutting plan has to account for
Earthwork volume from survey points: grid, TIN and cross sections
Fire load density: the formula, the calorific values and the traps
Explosive atmosphere zones 0, 1, 2 and 20, 21, 22 explained
Pollution charges per tonne: how the over-limit multiplier works
The Russian environmental fee: who pays, when, and how the advances work