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84TH ST/FAU 5023 over BIG PAPILLION CREEK

Map 

Coordinates:
+41.22713, -96.04310
41°13'38" N, 96°02'35" W
Source: National Bridge Inventory (1992, 2000, 2010 editions)
Information not verified. Use at your own risk.

Facts 

Name:84TH ST/FAU 5023 over BIG PAPILLION CREEK
Structure number:U182504515
Location:84TH @ GROVER ST
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:103.0 ft. [31.4 m]
Total length:253.0 ft. [77.1 m]
Roadway width between curbs:67.9 ft. [20.7 m]
Deck width edge-to-edge:78.1 ft. [23.8 m]
Skew angle:30°
Owner:City or Municipal Highway Agency [04]
Year built:1935
Year reconstructed:2008
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 18 / H 20 [4]
Number of main spans:3
Main spans material:Steel continuous [4]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Latex Concrete or similar additive [3]

2010 Inspection 

Status:Open, no restriction [A]
Average daily traffic:39,500 [as of 2006]
Deck condition:Very Good [8 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Very Good [8 out of 9]
Channel protection:Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7]
Pier/abutment protection:Navigation protection not required [1]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:35.6 tons [32.4 metric tons]
Inventory rating:20.8 tons [18.9 metric tons]
Sufficiency rating:66.9
Recommended work:Bridge deck replacement with only incidental widening. [37]
Estimated cost of work:$1,000,000

2000 Inspection 

Status:Open, no restriction [A]
Average daily traffic:37,500 [as of 1998]
Deck condition:Fair [5 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Good [7 out of 9]
Channel protection:Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7]
Scour condition:Scour calculation/evaluation has not been made. [6]
Operating rating:31.7 tons [28.8 metric tons]
Inventory rating:24.8 tons [22.5 metric tons]
Sufficiency rating:80.8

1992 Inspection 

Status:Open, no restriction [A]
Average daily traffic:37,800 [as of 1990]
Truck traffic:10% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Good [7 out of 9]
Channel protection:Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7]
Scour condition:Scour calculation/evaluation has not been made. [6]
Operating rating:31.7 tons [28.8 metric tons]
Inventory rating:24.8 tons [22.5 metric tons]
Sufficiency rating:90.1