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SKYVIEW DR over TRIB LYNCH CR

Map

Coordinates:
+32.34667, -90.21989
32°20'48" N, 90°13'12" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts

Name:SKYVIEW DR over TRIB LYNCH CR
Structure number:SA2500000000222
Location:SEC 20 T 6N R 1E
Purpose:Carries highway over waterway
Route classification:Local (Urban) [19]
Length of largest span:30.8 ft. [9.4 m]
Total length:30.8 ft. [9.4 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:1972
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 13.5 / H 15 [2]
Main span material:Concrete [1]
Main span design:Channel beam [22]
Deck type:Concrete Precast Panels [2]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: February 2016

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:100 [as of 2014]
Deck condition:Very Good [8 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Equal to present minimum criteria [6]
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 foundations determined to be stable for assessed or calculated scour condition. [5]
Operating rating:58.9 tons [53.5 metric tons]
Inventory rating:35.3 tons [32.1 metric tons]
Sufficiency rating:99.9
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$156,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
February 201699.9GoodVery GoodVery GoodGood-100
February 201499.9GoodVery GoodVery GoodGood-100
February 201279.5GoodVery GoodVery GoodGood-100
February 201079.5GoodVery GoodVery GoodGood-100
November 200778.5GoodVery GoodVery GoodGood-180
November 200567.4GoodVery GoodVery GoodGood-800
February 200467.4GoodVery GoodVery GoodGood-800
February 200267.4GoodVery GoodVery GoodGood-800
February 200067.4GoodVery GoodVery GoodGood-780
March 199867.4GoodVery GoodVery GoodGood-780
April 199667.4GoodVery GoodVery GoodGood-780