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LOCAL ROAD over SPRING CREEK

Map

Coordinates:
+30.80238, -90.74569
30°48'09" N, 90°44'44" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts

Name:LOCAL ROAD over SPRING CREEK
Structure number:624630481904471
Location:2.0MI.S.OF LA.1042
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:20.0 ft. [6.1 m]
Total length:39.0 ft. [11.9 m]
Roadway width between curbs:18.7 ft. [5.7 m]
Deck width edge-to-edge:20.0 ft. [6.1 m]
Owner:County Highway Agency [02]
Year built:1965
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 9 / H 10 [1]
Number of main spans:2
Main spans material:Wood or timber [7]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Wood or Timber [8]
Wearing surface:Other [9]

Latest Available Inspection: May 2016

Good/Fair/Poor Condition:Poor
Status:Posted for load [P]
Average daily traffic:30 [as of 1974]
Deck condition:Fair [5 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Poor [4 out of 9]
Structural appraisal:Basically intolerable requiring high priority of replacement [2]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal:Equal to present minimum criteria [6]
Roadway alignment appraisal:Equal to present minimum criteria [6]
Channel protection:Bank and embankment protection is severely undermined. River control devices have severe damage. Large deposits of debris are in the channel. [4]
Pier/abutment protection:Navigation protection not required [1]
Scour condition:Bridge with "unknown" foundation that has not been evaluated for scour. [U]
Operating rating:16.2 tons [14.7 metric tons]
Inventory rating:10.0 tons [9.1 metric tons]
Sufficiency rating:33.0
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$163,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
May 201633.0PoorFairFairPoorSD30
May 201433.0PoorFairFairPoorSD30
May 201231.0FairFairFairFairSD30
April 201026.9PoorSeriousFairPoorSD30
May 200831.0FairFairFairFairFO30
April 200631.0FairFairFairFairFO30
March 200431.0PoorFairFairPoorSD30
April 200230.0PoorFairFairPoorSD30
March 200047.3FairSatisfactoryFairFair-30
March 199847.3FairSatisfactoryFairFair-30
March 199644.3FairSatisfactoryFairFairFO30
April 199444.3FairSatisfactoryFairSatisfactoryFO30
March 199244.3FairSatisfactoryFairGoodFO30