Share:

FM over WAPSINONOC CREEK

Map

Coordinates:
+42.06667, -91.58611
42°04'00" N, 91°35'10" 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: June 2015

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]
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]
Operating rating:58.1 tons [52.8 metric tons]
Inventory rating:34.8 tons [31.6 metric tons]
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

DateSuff. RatingConditionCulvert ConditionSD/FOADT
June 201585.2Fair5 out of 10-1870
May 201385.8Fair5 out of 10-1140
June 201171.2Fair5 out of 10-1140
May 200970.5Fair5 out of 10-1460
June 200781.1Fair6 out of 10-1460
June 200581.3Fair6 out of 10-1310
July 200383.1Fair6 out of 10-1310
June 200182.2Fair6 out of 10-1320
June 199982.2Good7 out of 10-1320
November 199683.2Good7 out of 10-1170
April 199584.1Good7 out of 10-1170
June 199384.1Good7 out of 10-1100
April 199184.1Good7 out of 10-1100