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LOCAL ROAD over CREEK

Map

Coordinates:
+29.98579, -90.04902
29°59'09" N, 90°02'56" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:LOCAL ROAD over CREEK
Structure number:023629592900292
Location:.5MIS.OF I.10
Purpose:Carries highway over highway, waterway, and railroad
Route classification:Local (Urban) [19]
Length of largest span:69.9 ft. [21.3 m]
Total length:1247.1 ft. [380.1 m]
Roadway width between curbs:30.2 ft. [9.2 m]
Deck width edge-to-edge:34.5 ft. [10.5 m]
Vertical clearance below bridge:18.0 ft. [5.5 m]
Owner:City or Municipal Highway Agency [04]
Year built:1950
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:40
Main spans material:Steel [3]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: March 2017

Good/Fair/Poor Condition:Fair
Status:Posted for load [P]
Deck condition:Fair [5 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Meets minimum tolerable limits to be left in place as is [4]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
Underclearances appraisal:Basically intolerable requiring high priority of replacement [2]
Roadway alignment appraisal:Equal to present minimum criteria [6]
Pier/abutment protection:Navigation protection not required [1]
Scour condition:Bridge with "unknown" foundation that has not been evaluated for scour. [U]
Operating rating:20.9 tons [19.0 metric tons]
Inventory rating:16.0 tons [14.5 metric tons]
Sufficiency rating:56.4
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$3,670,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
March 201756.4FairFairFairSatisfactoryFO-
March 201556.2FairFairFairSatisfactoryFO-
March 201356.2FairFairFairSatisfactoryFO-
March 201156.2FairFairFairSatisfactoryFO-
May 200966.2FairFairSatisfactorySatisfactoryFO-
March 200754.2PoorPoorFairSatisfactorySD-
July 200554.2PoorPoorFairSatisfactorySD-
November 200354.2PoorPoorFairSatisfactorySD-
February 200263.2PoorPoorSatisfactorySatisfactorySD-
September 199953.2PoorPoorFairFairSD-
August 199753.2PoorPoorFairFairSD-
June 199555.2FairFairFairSatisfactoryFO-
May 199355.2FairFairFairSatisfactoryFO-
June 199156.2FairFairFairSatisfactoryFO-

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
ElementUnitsQuantity1. Good2. Fair3. Poor4. Serious
Superstructure
Steel Closed Web/Box Girderlinear ft.6,2706,01925100
Deck
Reinforced Concrete Decksq. ft.42,636042,63600
Substructure
Reinforced Concrete Abutmentlinear ft.7066400
Reinforced Concrete Pileeach52013390
Reinforced Concrete Pier Caplinear ft.850085000
Joints
Compression Jointlinear ft.810000810
Bearings
Fixed Bearingeach26017080010
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.2,5082,508000