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SE 16TH ST over SKUNK RIVER

Map 

Coordinates:
+42.02222, -93.99722
42°01'20" N, 93°59'50" W
Source: National Bridge Inventory (1992, 2000, 2010 editions)
Information not verified. Use at your own risk.

Facts 

Name:SE 16TH ST over SKUNK RIVER
Structure number:000000000314860
Location:0832401
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Local (Urban) [19]
Length of largest span:111.9 ft. [34.1 m]
Total length:277.2 ft. [84.5 m]
Roadway width between curbs:36.1 ft. [11.0 m]
Deck width edge-to-edge:52.2 ft. [15.9 m]
Skew angle:15°
Owner:City or Municipal Highway Agency [04]
Year built:2007
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:3
Main spans material:Prestressed concrete [5]
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]

2010 Inspection 

Status:New structure not yet open to traffic [G]
Average daily traffic:780 [as of 2003]
Deck condition:Excellent [9 out of 9]
Superstructure condition:Excellent [9 out of 9]
Substructure condition:Excellent [9 out of 9]
Channel protection:There are no noticeable or noteworthy deficiencies which affect the condition of the channel. [9]
Scour condition:Bridge with "unknown" foundation that has not been evaluated for scour. [U]
Operating rating:59.4 tons [54.0 metric tons]
Inventory rating:35.6 tons [32.4 metric tons]
Sufficiency rating:95.0

2000 Inspection 

Status:Posted for load [P]
Average daily traffic:90 [as of 1991]
Truck traffic:15% of total traffic
Deck condition:Poor [4 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Very Good [8 out of 9]
Channel protection:Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6]
Scour condition:Scour calculation/evaluation has not been made. [6]
Operating rating:14.9 tons [13.5 metric tons]
Inventory rating:7.9 tons [7.2 metric tons]
Evaluation:Structurally deficient [1]
Sufficiency rating:45.8
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$704,000

1992 Inspection 

Status:Posted for load [P]
Average daily traffic:90 [as of 1982]
Truck traffic:4% of total traffic
Deck condition:Fair [5 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Very Good [8 out of 9]
Channel protection:Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6]
Scour condition:Scour calculation/evaluation has not been made. [6]
Operating rating:14.9 tons [13.5 metric tons]
Inventory rating:7.9 tons [7.2 metric tons]
Evaluation:Structurally deficient [1]
Sufficiency rating:48.8
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$704,000