PETERSONS RD over LUMPKINS FK

Map 

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]

2010 Inspection 

Status:	Open, no restriction [A]
Average daily traffic:	1,100 [as of 2008]
Truck traffic:	5% of total traffic
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]
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]
Evaluation:	Functionally obsolete [2]
Sufficiency rating:	73.1
Recommended work:	Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:	$127,000

2000 Inspection 

Status:	Open, no restriction [A]
Average daily traffic:	500 [as of 1998]
Truck traffic:	5% of total traffic
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]
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:	73.3

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