US Bridges

K92 HWY over 2nd Rivpk RD Riv RR

Poor

Leavenworth County, Kansas · Mo R Mop RR Ks. Side · Structure no. 999909200520261

Built
1954
71 years old
Condition
Poor
inspected April 2024
Type
Arch - Thru
Steel
Length
2,447 ft
2 main spans
Daily traffic
12,188
2023 count
Owner
State
State Highway Agency

About this bridge

K92 HWY over 2nd Rivpk RD Riv RR is a steel arch - thru carrying K92 HWY over 2nd Rivpk RD Riv RR in Leavenworth County, Kansas. It was built in 1954, so it is 71 years old, older than the Kansas average of 52.8 years.

The most recent inspection reported to the Federal Highway Administration rates it in poor condition with a lowest component rating of 4 out of 9. The lowest-rated primary component is rated 4 or below, indicating advanced deterioration. Poor does not mean unsafe; such bridges are inspected more often and may carry load restrictions.

It carries about 12,188 vehicles a day, roughly 6% of them trucks, projected to reach 14,580 by 2044. The structure is 2,447 ft (745.7 m) long and 33 ft wide. If it were closed, the detour would be 49.7 mi (80 km).

Location

Open in Google Maps
CarriesK92 HWY
Crosses2nd Rivpk RD Riv RR
LocationMo R Mop RR Ks. Side
RouteState Highway 92
CountyLeavenworth County
StateKansas
Coordinates39.32972, -94.90833
Functional classUrban Other Principal Arterial

Condition and inspection

Poor

The lowest-rated primary component is rated 4 or below, indicating advanced deterioration. Poor does not mean unsafe; such bridges are inspected more often and may carry load restrictions.

ComponentRatingMeaning
Deck6 SatisfactoryStructural elements show some minor deterioration.
Superstructure4 PoorAdvanced section loss, deterioration, spalling or scour.
Substructure6 SatisfactoryStructural elements show some minor deterioration.
Channel and channel protection7 GoodSome minor problems.
Last inspectionApril 2024
Inspection intervalevery 12 months
Operating statusOpen, no restriction
ScourFoundations stable; scour within limits of footing or piles
Structural evaluation4: Meets minimum tolerable limits to be left in place as is
Deck geometry3: Basically intolerable, requiring high priority of corrective action
Waterway adequacy7: Better than present minimum criteria
Approach roadway alignment4: Meets minimum tolerable limits to be left in place as is
Operating rating47 US tons
Inventory rating29 US tons

Structure

Structure typeArch - Thru
MaterialSteel
DeckConcrete, cast-in-place
Main spans2 (+18 approach)
Design loadHS 20
Structure length2,447 ft (745.7 m)
Longest span420 ft (128 m)
Deck width33 ft (10.1 m)
Roadway width26 ft (7.9 m)
Vertical clearance over deck61 ft (18.6 m)

Traffic and service

Average daily traffic12,188 (2023)
Projected traffic14,580 by 2044
Trucks6%
Lanes on structure2
Traffic directionTwo-way traffic
CarriesHighway
CrossesHighway, waterway and railroad
Detour if closed49.7 mi (80 km)
TollOn a free road
National Highway SystemYes

Ownership and planned work

OwnerState Highway Agency
Maintained byState Highway Agency
Historic statusNot eligible for the National Register of Historic Places
Work proposedNone recorded
Estimated improvement cost—
NavigationNavigation control on waterway (bridge permit required)

Frequently asked questions

When was K92 HWY over 2nd Rivpk RD Riv RR built?

It was built in 1954, making it 71 years old in 2025.

What condition is K92 HWY over 2nd Rivpk RD Riv RR in?

The National Bridge Inventory rates it in poor condition. The lowest-rated primary component is rated 4 or below, indicating advanced deterioration. Poor does not mean unsafe; such bridges are inspected more often and may carry load restrictions. The last reported inspection was in April 2024.

How much traffic does K92 HWY over 2nd Rivpk RD Riv RR carry?

About 12,188 vehicles per day (2023 count), of which roughly 6% are trucks.

How long is K92 HWY over 2nd Rivpk RD Riv RR?

The structure is 2,447 ft (745.7 m) long with a longest span of 420 ft (128 m) and a deck 33 ft wide.

Who owns K92 HWY over 2nd Rivpk RD Riv RR?

It is owned by the State Highway Agency.