Share:

STATE ST over WHITE OAK CR

Map 

Coordinates:
+32.39904, -90.14968
32°23'57" N, 90°08'59" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:STATE ST over WHITE OAK CR
Structure number:SA2500000000191
Location:SEC 1 T 6N R 1E
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:100.1 ft. [30.5 m]
Total length:100.1 ft. [30.5 m]
Roadway width between curbs:64.0 ft. [19.5 m]
Deck width edge-to-edge:70.2 ft. [21.4 m]
Skew angle:15°
Owner:City or Municipal Highway Agency [04]
Year built:1995
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Main span material:Prestressed concrete [5]
Main span design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: September 2014 

Status:Open, no restriction [A]
Average daily traffic:10,000 [as of 2013]
Truck traffic:8% of total traffic
Deck condition:Very Good [8 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Very Good [8 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8]
Scour condition:Bridge with "unknown" foundation that has not been evaluated for scour. [U]
Operating rating:74.1 tons [67.4 metric tons]
Inventory rating:28.8 tons [26.2 metric tons]
Sufficiency rating:91.5

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
September 201491.5Not deficientVery GoodVery GoodVery Good10000
February 201396.6Not deficientVery GoodVery GoodVery Good10000
February 201196.6Not deficientVery GoodVery GoodVery Good10000
February 201096.6Not deficientExcellentExcellentExcellent10000
November 200796.6Not deficientExcellentExcellentExcellent10000
November 200596.6Not deficientExcellentExcellentExcellent10000
February 200496.6Not deficientExcellentExcellentExcellent10000
February 200296.6Not deficientExcellentExcellentExcellent10000
February 200096.8Not deficientExcellentExcellentExcellent8628
March 199896.8Not deficientExcellentExcellentExcellent8628
April 199696.8Not deficientExcellentExcellentExcellent8628