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W FRONTAGE TERRY R over LYNCH CR

Map 

Coordinates:
+32.28328, -90.20881
32°16'60" N, 90°12'32" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:W FRONTAGE TERRY R over LYNCH CR
Structure number:SA2500000000126
Location:SEC 9 T 5N R 1E
Purpose:Carries highway over waterway
Route classification:Local (Urban) [19]
Length of largest span:30.8 ft. [9.4 m]
Total length:99.7 ft. [30.4 m]
Roadway width between curbs:26.6 ft. [8.1 m]
Deck width edge-to-edge:27.9 ft. [8.5 m]
Owner:City or Municipal Highway Agency [04]
Year built:1998
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:4
Main spans material:Concrete [1]
Main spans design:Channel beam [22]
Deck type:Concrete Precast Panels [2]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: February 2015 

Status:Open, no restriction [A]
Average daily traffic:820 [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 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 is scour critical; bridge foundations determined to be unstable. [3]
Operating rating:82.7 tons [75.2 metric tons]
Inventory rating:49.5 tons [45.0 metric tons]
Sufficiency rating:88.9

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
February 201588.9Not deficientVery GoodVery GoodVery Good820
February 201388.9Not deficientVery GoodVery GoodVery Good820
February 201188.9Not deficientVery GoodVery GoodVery Good820
February 201088.9Not deficientExcellentExcellentExcellent820
November 200788.9Not deficientExcellentExcellentExcellent820
December 200588.9Not deficientExcellentExcellentExcellent820
February 200488.9Not deficientExcellentExcellentExcellent820
January 200287.9Not deficientExcellentExcellentExcellent1200
February 200078.6Not deficientExcellentExcellentExcellent19640
February 199978.6Not deficientExcellentExcellentExcellent19640
March 19982.0Structurally deficientFairFairSerious19640
April 19962.0Structurally deficientFairFairSerious19640