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MAPLE ST over TOWN CR

Map 

Coordinates:
+32.31770, -90.20472
32°19'04" N, 90°12'17" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:MAPLE ST over TOWN CR
Structure number:SA2500000000255
Location:SEC 33 T 6N R 1E
Purpose:Carries highway over waterway
Route classification:Local (Urban) [19]
Length of largest span:29.9 ft. [9.1 m]
Total length:59.7 ft. [18.2 m]
Roadway width between curbs:35.8 ft. [10.9 m]
Deck width edge-to-edge:45.6 ft. [13.9 m]
Owner:City or Municipal Highway Agency [04]
Year built:1986
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Number of main spans:2
Main spans material:Concrete [1]
Main spans design:Slab [01]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: February 2016 

Status:Open, no restriction [A]
Average daily traffic:4,000 [as of 2014]
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 desirable criteria [8]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
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:47.5 tons [43.2 metric tons]
Inventory rating:35.6 tons [32.4 metric tons]
Sufficiency rating:98.4

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
February 201698.4Not deficientVery GoodVery GoodVery Good4000
February 201498.4Not deficientVery GoodVery GoodVery Good4000
February 201282.3Not deficientVery GoodVery GoodVery Good4000
February 201082.3Not deficientVery GoodVery GoodVery Good4000
November 200779.7Functionally obsoleteVery GoodVery GoodVery Good7000
November 200579.7Functionally obsoleteVery GoodVery GoodVery Good7250
February 200477.7Functionally obsoleteVery GoodVery GoodVery Good7250
February 200277.6Functionally obsoleteVery GoodVery GoodVery Good7250
February 200079.7Functionally obsoleteVery GoodVery GoodVery Good7200
March 199879.7Functionally obsoleteVery GoodVery GoodVery Good7200
April 199679.7Functionally obsoleteVery GoodVery GoodVery Good7200