US Bridges

CR 900W over Pipe Creek

Poor

Grant County, Indiana · 00.77 MI N of SR 18 · Structure no. 2700122

Built
1920
105 years old, rebuilt 1977
Condition
Poor
inspected October 2023
Type
Box Beam or Girders - Multiple
Prestressed Concrete
Length
63 ft
1 main span
Daily traffic
160
2021 count
Owner
County
County Highway Agency

About this bridge

CR 900W over Pipe Creek is a prestressed concrete box beam or girders - multiple carrying CR 900W over Pipe Creek in Grant County, Indiana. It was built in 1920 and reconstructed in 1977, so it is 105 years old, older than the Indiana average of 46.6 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 160 vehicles a day, roughly 5% of them trucks, projected to reach 240 by 2041. The structure is 63 ft (19.2 m) long and 25 ft wide. If it were closed, the detour would be 1.9 mi (3 km).

CarriesCR 900W
CrossesPipe Creek
Location00.77 MI N of SR 18
RouteCounty Highway 3
StateIndiana
Coordinates40.58602, -85.84489
Functional classRural Local

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
Deck4 PoorAdvanced section loss, deterioration, spalling or scour.
Superstructure4 PoorAdvanced section loss, deterioration, spalling or scour.
Substructure6 SatisfactoryStructural elements show some minor deterioration.
Channel and channel protection7 GoodSome minor problems.
Last inspectionOctober 2023
Inspection intervalevery 24 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 geometry4: Meets minimum tolerable limits to be left in place as is
Waterway adequacy7: Better than present minimum criteria
Approach roadway alignment6: Equal to present minimum criteria
Operating rating32.8 US tons
Inventory rating23.9 US tons

Structure

MaterialPrestressed Concrete
DeckConcrete, precast panels
Main spans1
Design loadUnknown
Structure length63 ft (19.2 m)
Longest span58 ft (17.6 m)
Deck width25 ft (7.7 m)
Roadway width22 ft (6.8 m)
Vertical clearance over deckUnrestricted

Traffic and service

Average daily traffic160 (2021)
Projected traffic240 by 2041
Trucks5%
Lanes on structure2
Traffic directionTwo-way traffic
CarriesHighway
CrossesWaterway
Detour if closed1.9 mi (3 km)
TollOn a free road
National Highway SystemNo

Ownership and planned work

OwnerCounty Highway Agency
Maintained byCounty Highway Agency
Historic statusNot eligible for the National Register of Historic Places
Work proposedReplacement because of substandard load-carrying capacity or roadway geometry
Estimated improvement cost$2.2 million (2024 estimate)
NavigationNo navigation control on waterway

Frequently asked questions

When was CR 900W over Pipe Creek built?

It was built in 1920, making it 105 years old in 2025. It was reconstructed in 1977.

What condition is CR 900W over Pipe Creek 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 October 2023.

How much traffic does CR 900W over Pipe Creek carry?

About 160 vehicles per day (2021 count), of which roughly 5% are trucks.

How long is CR 900W over Pipe Creek?

The structure is 63 ft (19.2 m) long with a longest span of 58 ft (17.6 m) and a deck 25 ft wide.

Who owns CR 900W over Pipe Creek?

It is owned by the County Highway Agency.