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FM over WAPSINONOC CREEK

Map

Coordinates:
+41.63989, -91.34676
41°38'24" N, 91°20'48" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:FM over WAPSINONOC CREEK
Structure number:000000000102210
Location:079042002
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:14.1 ft. [4.3 m]
Total length:45.9 ft. [14.0 m]
Roadway width between curbs:38.1 ft. [11.6 m]
Deck width edge-to-edge:38.1 ft. [11.6 m]
Skew angle:45°
Owner:County Highway Agency [02]
Year built:1956
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:Concrete continuous [2]
Main spans design:Culvert [19]
Deck type:Not applicable [N]

Latest Available Inspection: May 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:1,870 [as of 2014]
Truck traffic:23% of total traffic
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Equal to present minimum criteria [6]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present desirable criteria [8]
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]
Culvert condition:Moderate to major deterioration or disintegration, extensive cracking and leaching or spalls on concrete or masonry walls and slabs. Minor settlement or misalignment. Noticeable scouring or erosion at curtain walls, wingwalls or pipes. Metal culverts have significant distortion and deflection in one section, significant corrosion or deep pitting. [5]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:85.2
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]

Previous Inspections

DateConditionCulvert ConditionADTSuff. Rating
May 2017Fair5 out of 10187085.2
June 2015Fair5 out of 10187085.2
May 2013Fair5 out of 10114085.8
June 2011Fair5 out of 10114071.2
May 2009Fair5 out of 10146070.5
June 2007Fair6 out of 10146081.1
June 2005Fair6 out of 10131081.3
July 2003Fair6 out of 10131083.1
June 2001Fair6 out of 10132082.2
June 1999Good7 out of 10132082.2
November 1996Good7 out of 10117083.2
April 1995Good7 out of 10117084.1
June 1993Good7 out of 10110084.1
April 1991Good7 out of 10110084.1