US Bridges

S Pleasant Hill RD over White Sand Creek

PoorClosed to traffic

Jefferson Davis County, Mississippi · Sec 27 T 7N R19W · Structure no. SA3300000000071

Built
1986
39 years old
Condition
Poor
inspected September 2024
Type
Channel Beam
Concrete
Length
107 ft
5 main spans
Daily traffic
60
2010 count
Owner
County
County Highway Agency

About this bridge

S Pleasant Hill RD over White Sand Creek is a concrete channel beam carrying S Pleasant Hill RD over White Sand Creek in Jefferson Davis County, Mississippi. It was built in 1986, so it is 39 years old, older than the Mississippi average of 38.9 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. Its operating status is: closed to all traffic.

It carries about 60 vehicles a day, projected to reach 90 by 2034. The structure is 107 ft (32.6 m) long and 25 ft wide. If it were closed, the detour would be 3.1 mi (5 km).

CarriesS Pleasant Hill RD
CrossesWhite Sand Creek
LocationSec 27 T 7N R19W
RouteCounty Highway 169
Coordinates31.55036, -89.89982
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
Deck6 SatisfactoryStructural elements show some minor deterioration.
Superstructure6 SatisfactoryStructural elements show some minor deterioration.
Substructure4 PoorAdvanced section loss, deterioration, spalling or scour.
Channel and channel protection6 SatisfactoryStructural elements show some minor deterioration.
Last inspectionSeptember 2024
Inspection intervalevery 24 months
Operating statusClosed to all traffic
ScourUnknown foundation; not evaluated for scour
Structural evaluation0: Immediate repair necessary to put back in service
Deck geometry5: Somewhat better than minimum adequacy to tolerate being left in place as is
Waterway adequacy6: Equal to present minimum criteria
Approach roadway alignment6: Equal to present minimum criteria
Operating rating0 US tons
Inventory rating0 US tons

Structure

Structure typeChannel Beam
MaterialConcrete
DeckConcrete, precast panels
Main spans5
Design loadH 15
Structure length107 ft (32.6 m)
Longest span31 ft (9.4 m)
Deck width25 ft (7.5 m)
Roadway width23 ft (7 m)
Vertical clearance over deckUnrestricted

Traffic and service

Average daily traffic60 (2010)
Projected traffic90 by 2034
Trucks—
Lanes on structure2
Traffic directionTwo-way traffic
CarriesHighway
CrossesWaterway
Detour if closed3.1 mi (5 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$179,000
NavigationNo navigation control on waterway

Frequently asked questions

When was S Pleasant Hill RD over White Sand Creek built?

It was built in 1986, making it 39 years old in 2025.

What condition is S Pleasant Hill RD over White Sand 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 September 2024.

How much traffic does S Pleasant Hill RD over White Sand Creek carry?

About 60 vehicles per day (2010 count).

How long is S Pleasant Hill RD over White Sand Creek?

The structure is 107 ft (32.6 m) long with a longest span of 31 ft (9.4 m) and a deck 25 ft wide.

Who owns S Pleasant Hill RD over White Sand Creek?

It is owned by the County Highway Agency.