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A publication of the National Parking Association -- Parking Consultants Council
NPA's 75th Year · 1951–2026  ·  How this connects to WeAreParking.org →
Parkonomics PCC Research
PCC Research / The PCC Book of Parking / Part III · Making It Fit / Module 23
PART III · MAKING IT FIT · MODULE 7 OF 12 MEMBER EDITION · PREVIEW

Stall Dimensions: Width, Length, and the Turnover Adjustment

By Steve Rebora, David LoCoco, Carl Schneeman, and Christian Luz, with functional-design material by Matt Feagins and Rob McConnell · Edited for the Book of Parking by Andrew Sachs, PTMP
Reviewed August 2026 · v0.1 draft · in Council author review · revision record begins at publication

A parking stall has two dimensions, and only one of them is a decision. Length is settled arithmetic: the design vehicle runs 17 feet 1 inch, add eight inches for the gap between bumper and stall end, round to 18 feet, done, for every user type and every turnover rate. Width is where the judgment lives, because width is not really about the vehicle at all. It is about the door.

Width is door clearance plus vehicle. The stall must hold the design vehicle plus room to open a door and get a human in and out, and how much room depends on how often it happens. In a low-turnover facility (the office garage, one cycle a day) 20 inches of door clearance suffices; in high-turnover retail, where every stall runs multiple daily cycles of arriving, unloading, and departing, 24 to 27 inches is the standard. Stacked on the design vehicle's width, the range resolves to stall widths from 8 feet 3 inches to 9 feet 0 inches, and practice has converged on the working pair: 8 feet 6 inches for low-to-moderate turnover, 9 feet 0 inches for high turnover. The one-size-fits-all stall, sized to the primary user and turnover, is today's recommendation; the era of segregating large- and small-car stalls is over, for the reasons the compact post-mortem module documents. The narrow exception survives on a leash: 7-foot-6-inch compact stalls only in long-term areas, only where the choice is a narrow space or none, held under 10 percent of the facility, and always subject to the municipal code's own percentage caps.

Then adjust for the humans. Several legitimate adjustments push width up from the working pair. Users who are older, hurried, or under stress (the hospital facility being all three at once) earn more generous dimensions. Hard-winter climates earn wider stalls, both because heavy clothing meets dirty neighboring cars in the gap and because snow-obscured striping makes precision parking a fiction; the same climates favor 90-degree two-way layouts, since buried lines cannot communicate a one-way angle scheme. Context calibrates too: a downtown self-park facility can run tighter than an upscale suburban mall or a small-town lot, because its users are habituated to urban dimensions. Two formal frameworks organize these calls (the highway-derived Level of Service scale from LOS A's free flow to F's gridlock, and the User Comfort Factor approach) and both weigh the same variables: traffic direction, parking angle, stall and aisle widths, queuing, payment friction, travel distance, turns to the last stall, and conflict exposure. Whichever framework, the lever is the same: comfort rises with width.

width: by turnover18 ft lengthdoor-opening increment:the turnover adjustmentwall or column+10 in width at walls and columnscanonical drawing · lives here in Module 23; Modules 25 and 67 reference this dimension set
Figure 1.Anatomy of a stall: 18 feet of length, width set by the door swing its turnover earns, and 10 extra inches wherever a wall or column steals the swing.Source: dimensional rules per Ch 9; this drawing is the corpus's single source of stall dimensional truth.

Verify the fleet, don't assume it. Vehicle sizes no longer vary much by region; the SUV conquered everywhere, with one durable exception, the Southwest, where pickups serve as everyday transportation at rates the national mix understates. User populations still vary: university student lots skew smaller than the national fleet. Where the population is plausibly distinct, a simple local vehicle-size study is cheap and settles the argument with data instead of anecdote.

EV charging stalls: resist the width creep. A charging plug in use protrudes past the vehicle's edge the way a mirror does, and mirrors have been narrowing the walking gap between parked cars for a century without complaint. Wider EV stalls are therefore not essential: the recommendation is the same 8-foot-6-inch minimum, 9 feet 0 inches preferred where enhanced use justifies it, and anything wider reserved for genuinely unique situations, because oversized stalls dilute spatial efficiency and enlarge the parking area against every economical and sustainable-design objective. Accessible EV charging stalls travel with their own requirements, covered in the accessible-EV module.

FIGURE HELD · GOVERNANCE IN ACTION
Width-by-turnover lookup figure
held pending the same C-4 reconciliation -- the lookup publishes with the reconciled vehicle, not before
Figure 2.This plate publishes only when the reconciliation clears -- a held figure is the system refusing to draw a number two chapters disagree on.
VERDICT

fix length at 18 feet and spend the design attention on width: 8'6" for low-to-moderate turnover, 9'0" for high, widened deliberately for hospitals, hard winters, and habituated expectations, and never subdivided into large-and-small stalls again. Cap compacts under 10 percent in long-term areas only, hold EV stalls to the standard widths, and when the local fleet is in doubt, count it.

Sources: PCC geometrics practice per the source chapters; dimensional recommendations as stated therein. The design vehicle's current adopted dimensions must be verified at project start (see Module 21 and the currency register).

From the shelf

Source crosswalk -- where each section came from in the manuscript
Module section Sources: Chapter 9, "Parking Geometrics"; Chapter 8 (space design)
Length Ch 9 "Determining The Dimensions Of Parking Spaces" (17'1" + 8", rounded 18')
Width by turnover Ch 9 (20" / 24-27" clearances; 8'3"-9'0"); Ch 8 "Parking Space and Module Design" (8'6" / 9'0" working pair; one-size-fits-all; compact 7'6" <10%, code caps)
Human adjustments Ch 9 "Guidelines For Parking Geometrics" (turnover, hospitals, habituation); Ch 8 (winter widths, snow/90-degree note; LOS and User Comfort Factor)
Fleet verification Ch 9 (regional convergence, Southwest pickups); Ch 8 (West/South, universities, vehicle-size study)
EV stalls Ch 9 "Electric Vehicle Charging" (plug-as-mirror, 8'6"/9'0", width-creep caution)
Not carried forward Design-vehicle derivation (in #21); module/aisle interaction incl. the 1"-for-3" trade (in #24); column adjacency (in #25)