Dangerous Crossing Design

After a crossing collision, the conversation almost always starts with the driver. Did he stop? Was she looking? That is the question the railroad wants asked, and in the days after a death it is the question the family asks themselves most cruelly. This page is about the other question, the one that takes an engineer to answer: was this crossing built and equipped in a way that gave an ordinary careful driver a fair chance? Some Nebraska crossings are. A great many are not, and the reasons are visible in the geometry, the profile of the road, the number of tracks, and the warning devices that were chosen decades ago and never revisited.

The companion page in this series covers the other half — sight lines, vegetation and maintenance, meaning how the crossing was kept rather than how it was made. The main crossing page covers the case as a whole. Start here if something about the crossing itself — its angle, its hump, its signs, its silence — has been bothering you since the day it happened.

Passive and Active: What Your Crossing Had

Every public crossing in the country falls into one of two families. A passive crossing has signs and nothing else: the X-shaped crossbuck, perhaps a yield or stop sign, pavement markings if the road is paved, and no moving parts. It tells a driver a railroad exists there. It tells the driver nothing whatever about whether a train is coming right now. An active crossing has equipment that detects an approaching train and warns of that specific train — flashing lights, a bell, and at the better-protected crossings automatic gates.

The distinction is not cosmetic; it is the difference between a sign and a warning. And in rural Nebraska, passive crossings are not the exception. On county roads, gravel section-line roads and minimum-maintenance roads across the state, the crossbuck standing alone is the ordinary case. A driver approaching one at five in the morning is being asked to detect a train — possibly unlit from the side, possibly moving faster than it appears, possibly masked by terrain or a rise — using nothing but eyes, ears, and whatever the surroundings allow. When the surroundings do not allow it, the crossing has failed at the only job it had.

One Paragraph on Preemption, Because It Governs Everything Here

Federal law takes certain arguments off the table. Where federal funds actually participated in installing the warning devices at a crossing, the claim that those devices were inadequate — that the crossing needed gates and got crossbucks — is generally preempted. The main crossing page explains that doctrine and its limits in full, and every theory on this page is chosen to live outside it. What preemption does not reach is the physical design of the crossing itself: its angle, its profile, its surface, its approach, its sight geometry, and the conduct of the parties who built and approved it. That is the territory below.

The Angle of the Crossing

The safest crossing meets the road at a right angle, because a driver can look left and right with a simple turn of the head and see straight down the rails. Many Nebraska crossings do not do this. Rail lines were laid on grades and river routes that ignore the section-line grid the roads follow, so crossings are frequently skewed — the track cuts the road at forty degrees, or twenty.

An acute crossing angle does three things, all bad. It forces the driver to look back over a shoulder, through a doorpost, sometimes through the rear side window, to see the direction the train is coming from. It stretches the crossing out, so the vehicle spends longer on the tracks. And it flattens the apparent motion of an approaching train, which is precisely the visual circumstance in which human beings misjudge closing speed. A driver who looked, and honestly did not see, is a driver who may have been defeated by geometry. Whether that geometry was reasonable, whether the angle could have been improved, and whether the warning devices were selected with that angle in mind, are engineering questions with documentary answers.

Humped Crossings and the Vehicle That Never Got Across

Track sits on ballast, and ballast sits above the surrounding grade. Where the road approaches are short or steep, the result is a humped crossing — a crown high enough that a long, low vehicle can bottom out and hang on the rails with its wheels off the ground. Lowboy trailers, car haulers, moving trucks, motorhomes, farm equipment on floats and school buses are the classic victims, and the crossing profile that grounds them is a measurable, plottable, provable defect. The FRA and state departments maintain guidance on hump-crossing profiles precisely because this failure mode is known.

The evidence in these cases is unusually good when someone looks early: gouge marks in the crossing surface and on the road approaches, undercarriage damage patterns, and the surveyed profile of the crossing itself. Stranded-vehicle cases also generate a question every driver asks too late — who do you call? Every public crossing in the country carries a blue-and-white Emergency Notification System sign with a toll-free number and a crossing identification number that reaches the railroad's dispatcher directly, and dispatch can stop trains. Whether that sign was present, legible and unobstructed at your crossing is part of the case.

The Approach: Grade, Alignment and Storage Space

A crossing is not just the twenty feet of track. It includes the road on either side, and the road decides whether a driver can stop, see and wait safely. Several approach defects recur in Nebraska cases. A steep or washboarded gravel approach forces a driver to pick between stopping where the sight lines are good and keeping the momentum needed to climb onto the crossing at all. A curve immediately before the tracks puts the crossing outside the driver's forward view until the last seconds. And inadequate storage space — too little room between the tracks and an adjacent highway, stop sign or intersection — creates the trap where a driver stops legally at the road ahead while the back of the vehicle is still on the rails.

Nebraska's driver-facing rules are narrower than most people assume, and it is worth being precise, because the railroad will not be. Neb. Rev. Stat. § 60-6,171 requires a stop — not more than fifty feet and not less than fifteen from the nearest rail, then proceeding only on due care — at crossings where a stop sign has been erected because the crossing was designated particularly dangerous. Section 60-6,173 imposes a stop-look-listen duty on drivers of placarded hazardous-materials vehicles. Neither statute converts every Nebraska crossing into a mandatory stop for every driver, and an adjuster who implies otherwise is arguing, not citing.

Two Tracks, Two Trains

The hazard is not confined to double-track main lines. A single main track running beside a siding, a passing track, or an industrial lead produces the same geometry, and those configurations are common wherever Nebraska's rail lines meet a town, an elevator or a yard. On multiple-track crossings a specific and deadly sequence occurs: a train clears, the driver waits for it to pass, and pulls out into a second train running the other way on the adjacent track, screened until the last instant by the train that just went by. It is called the second-train hazard, it is thoroughly documented in railroad engineering literature, and the countermeasures are known — second-train warning signage, gate configurations and signal timing designed for the exposure. Where a multiple-track crossing in a rural county has none of them, the question is not whether the driver should have known better. The question is why a known hazard was left unaddressed at a crossing where the railroad knew two trains could meet.

Who Decided This Crossing Was Good Enough

Families assume crossings are the railroad's private business. In Nebraska, the state has a statutory role, and it matters to the case. Neb. Rev. Stat. § 74-1332 gives the Department of Transportation jurisdiction over all crossings — public and private — outside incorporated villages, towns and cities, and authority to adopt rules for the construction, repair, and maintenance of the crossings as the department deems adequate and sufficient for the protection and necessity of the public. That is the statutory framework covering exactly the rural crossings where Nebraska's fatal collisions concentrate. Inside city limits, the municipality's role and the railroad's agreements with it come into play instead.

Layered on top is the federal grade-crossing safety program that funds upgrades. States inventory their crossings, score them by exposure — traffic counts, train counts, speeds, crash history — and prioritize improvements as money allows. Every crossing therefore has a paper history: an inventory record with its physical characteristics, a priority ranking, and frequently a record of diagnostic review, requests for improvement, or complaints. When that paper shows a crossing that scored as dangerous, was flagged, and stayed exactly as it was for a decade, the case stops being about an unlucky morning.

Private Crossings: Farm Lanes, Elevators and Job Sites

A large share of Nebraska's crossings are not public roads at all. They are farm crossings connecting a field to a yard, grain elevator and co-op crossings, quarry and industrial leads, and the temporary accesses that serve construction on rail-adjacent property. Private crossings typically have no automatic warning devices, sometimes no crossbuck, frequently no maintained approach, and often no sight-distance analysis has ever been performed at them by anybody.

Families are regularly told that a private crossing is a private problem, and that is not the law in Nebraska. The jurisdiction statute is explicit that the Department of Transportation's authority over crossings outside incorporated municipalities extends to crossings both public and private. Beyond the statute, the analysis runs through the agreement that created the crossing — most private crossings exist under a written crossing agreement or easement allocating construction, maintenance and sometimes warning obligations between the railroad and the landowner or business. Those agreements are discoverable, and they frequently assign duties the railroad would prefer not to discuss. Where the person killed was an employee or contractor using a private crossing to reach a work site, the work injury analysis runs alongside the crossing claim, and both should be evaluated together rather than in sequence.

The Crossing That Should Not Exist

The safest fix for a bad crossing is not a better sign. It is no crossing. Closure and consolidation — eliminating a redundant crossing and routing traffic to a protected one nearby — is the most effective grade-crossing safety measure available, and it is a live part of railroad and state programs. Nebraska has thousands of public crossings, many serving gravel roads with a handful of vehicles a day and a parallel route a mile away. Where a low-use rural crossing with poor geometry survived while a documented alternative existed, that history belongs in the case: it shows the danger was known, the fix was available, and the decision went the other way.

“It Has Been There a Hundred Years”

The most common defense in a design case is age dressed up as innocence: this crossing was laid out generations ago, everyone in the county knows it, and nothing about it changed before your collision. Two answers usually follow. First, the world around the crossing changed even if the crossing did not — traffic counts rose, trains got longer, faster and more frequent, a subdivision or a grain terminal or a substation project put vehicles on a road that used to carry a tractor a day. Danger at a crossing is a ratio, and the denominator moves. Second, a crossing that has been unchanged for decades has, by definition, survived decades of opportunities to look at it. The inventory records, the diagnostic reviews that were or were not performed, the upgrade requests filed and shelved, and the near-misses reported by people who live there all speak to knowledge. Age is not a defense to a known hazard. It is the length of time the hazard was known.

What a Design Case Actually Takes

Honesty about the work: these are not cases that get proven by argument. They get proven by a crossing-safety engineer standing at the crossing with survey equipment, and by documents the railroad and the state hold rather than the family. The core file is the crossing's inventory record and its history of changes; the signal circuit plans and device installation records; the road authority's plans and maintenance history for the approaches; diagnostic review records, upgrade requests and prior complaints; the crash history at that crossing and nearby ones; and a scaled survey capturing angle, profile, approach grade and sight geometry as they existed on the day.

Almost none of that arrives voluntarily. It comes through preservation letters sent early and formal discovery later, which is the practical reason to call before the trail cools. If you lost someone at a Nebraska crossing, or survived one, the consultation is free and costs you nothing whether or not the engineering supports a case: (402) 378-9208.

Your Attorney

Frank Younes

Every page on this site is written by Frank Younes, a Nebraska trial attorney with a published record of verdicts and settlements, selection to the National Trial Lawyers Top 100, and a practice that covers every county in Nebraska and Iowa. No case is handed to an associate — the lawyer you read here is the lawyer who works your case.

More about Frank → · Free consultation: (402) 378-9208

Frequently Asked Questions

The crossing only had crossbucks. Isn’t that automatically negligent?

Not automatically, and this is where families get hurt. Where federal funds participated in the warning devices, the claim that the devices were inadequate is generally preempted. The productive questions are about the crossing’s physical design — angle, profile, approach, sight geometry — and those survive.

What is a humped crossing?

One where the track sits high enough above the road approaches that a long, low vehicle can ground out and hang on the rails. It is a measurable profile defect, and gouge marks plus a survey usually prove it.

Does Nebraska law require every driver to stop at every crossing?

No. Section 60-6,171 requires a stop at crossings posted with a stop sign as particularly dangerous, and section 60-6,173 requires placarded hazardous-materials vehicles to stop. There is no general stop-at-every-crossing rule, whatever an adjuster implies.

My vehicle got stuck on the tracks. Was there anything I could have done?

Yes — get everyone out and away, then call the number on the blue Emergency Notification System sign at the crossing. It reaches the railroad’s dispatcher, who can stop trains. Whether that sign was present and legible at your crossing is itself part of the case.

Who is responsible for a bad crossing in rural Nebraska — the railroad or the county?

Frequently both, plus the state. Section 74-1332 puts crossings outside incorporated municipalities under Department of Transportation jurisdiction, the road authority owns the approaches, and the railroad owns the track and much of the crossing itself. Sorting it is part of the investigation, not a reason to skip a claim.

The train came right after another one passed. Does that matter?

It matters a great deal. The second-train hazard is a documented multiple-track failure mode with known countermeasures. Where a crossing carrying two tracks had none of them, that is a design question, not driver error.