Share:

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 

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. ratingEvaluationDeckSuper.Sub.ADT
February 201699.9Not deficientVery GoodVery GoodGood100
February 201499.9Not deficientVery GoodVery GoodGood100
February 201279.5Not deficientVery GoodVery GoodGood100
February 201079.5Not deficientVery GoodVery GoodGood100
November 200778.5Not deficientVery GoodVery GoodGood180
November 200567.4Not deficientVery GoodVery GoodGood800
February 200467.4Not deficientVery GoodVery GoodGood800
February 200267.4Not deficientVery GoodVery GoodGood800
February 200067.4Not deficientVery GoodVery GoodGood780
March 199867.4Not deficientVery GoodVery GoodGood780
April 199667.4Not deficientVery GoodVery GoodGood780