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PETERSONS RD over LUMPKINS FK

Map 

Coordinates:
+38.85863, -94.46343
38°51'31" N, 94°27'48" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:PETERSONS RD over LUMPKINS FK
Structure number:25529
Old structure number:S230B31 048 (from 1992 edition)
Location:S 28 T 47 N R 32 W
Purpose:Carries highway over waterway
Route classification:Collector (Urban) [17]
Length of largest span:21.0 ft. [6.4 m]
Total length:21.0 ft. [6.4 m]
Roadway width between curbs:20.0 ft. [6.1 m]
Deck width edge-to-edge:26.9 ft. [8.2 m]
Owner:City or Municipal Highway Agency [04]
Year built:1992
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Main span material:Steel [3]
Main span design:Culvert [19]
Deck type:Not applicable [N]

Latest Available Inspection: April 2014 

Status:Open, no restriction [A]
Average daily traffic:327 [as of 2014]
Truck traffic:2% of total traffic
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal:Equal to present minimum criteria [6]
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:Shrinkage cracks, light scaling and insignificant spalling which does not expose reinforcing steel. Insignificant damage caused by drift with no misalignment and not requiring corrective action. Some minor scouring has occured near curtain walls, wingwalls or pipes. Metal culverts have a smooth symmetrical curvature with superficial corrosion and no pitting. [7]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:47.5 tons [43.2 metric tons]
Inventory rating:26.7 tons [24.3 metric tons]
Sufficiency rating:75.4

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
April 201475.4Not deficient---327
April 201275.4Not deficient---327
March 201073.1Functionally obsolete---1100
March 200873.1Functionally obsolete---1100
January 200673.1Functionally obsolete---1100
March 200473.1Functionally obsolete---1100
June 200273.2Functionally obsolete---800
July 200073.2Not deficient---800
July 199873.3Not deficient---500
June 199673.3Not deficient---500
September 199480.9Not deficient---500
October 199280.9Not deficient---500