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LOCAL over MIDDLE WALNUT CREEK

Map 

Coordinates:
+41.19167, -92.50000
41°11'30" N, 92°30'00" W
Source: National Bridge Inventory (1992, 2000, 2010 editions)
Information not verified. Use at your own risk.

Facts 

Name:LOCAL over MIDDLE WALNUT CREEK
Structure number:000000000202220
Location:0730921
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:89.9 ft. [27.4 m]
Total length:91.9 ft. [28.0 m]
Roadway width between curbs:17.1 ft. [5.2 m]
Deck width edge-to-edge:18.0 ft. [5.5 m]
Owner:County Highway Agency [02]
Year built:1922
Year reconstructed:1959
Historic significance:Bridge is possibly eligible for the National Register of Historic Places [3]
Main span material:Steel [3]
Main span design:Truss - Thru [10]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

2010 Inspection 

Status:Posted for load [P]
Average daily traffic:15 [as of 2002]
Deck condition:Fair [5 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Poor [4 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:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:22.7 tons [20.6 metric tons]
Inventory rating:14.6 tons [13.3 metric tons]
Evaluation:Structurally deficient [1]
Sufficiency rating:27.3
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$495,000

2000 Inspection 

Status:Posted for load [P]
Average daily traffic:15 [as of 1994]
Truck traffic:13% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Fair [5 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:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:22.8 tons [20.7 metric tons]
Inventory rating:14.9 tons [13.5 metric tons]
Evaluation:Functionally obsolete [2]
Sufficiency rating:43.7
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$216,000

1992 Inspection 

Status:Open, posting recommended but not legally implemented [B]
Average daily traffic:10 [as of 1985]
Deck condition:Good [7 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Good [7 out of 9]
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:Scour calculation/evaluation has not been made. [6]
Operating rating:25.7 tons [23.4 metric tons]
Inventory rating:15.8 tons [14.4 metric tons]
Evaluation:Functionally obsolete [2]
Sufficiency rating:53.4