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LONGFORD over ROCK RD SO TRIB GYPSUM C

Map 

Coordinates:
+37.66372, -97.23673
37°39'49" N, 97°14'12" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:LONGFORD over ROCK RD SO TRIB GYPSUM C
Structure number:530400870GCCH20
Location:LONGFORD AT LOCkMOOR
Purpose:Carries highway over waterway
Route classification:Collector (Urban) [17]
Length of largest span:9.8 ft. [3.0 m]
Total length:21.0 ft. [6.4 m]
Owner:City or Municipal Highway Agency [04]
Year built:1974
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:2
Main spans material:Concrete [1]
Main spans design:Culvert [19]
Deck type:Not applicable [N]
Wearing surface:Bituminous [6]

Latest Available Inspection: November 2015 

Status:Posted for load [P]
Average daily traffic:300 [as of 2006]
Truck traffic:1% of total traffic
Structural appraisal:Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal:Better than present minimum criteria [7]
Roadway alignment appraisal:Equal to present desirable criteria [8]
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:24.0 tons [21.8 metric tons]
Inventory rating:14.0 tons [12.7 metric tons]
Sufficiency rating:69.5
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$300,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
November 201569.5Not deficient---300
October 201369.5Not deficient---300
September 201169.5Not deficient---300
November 200969.5Not deficient---300
July 200769.5Not deficient---300
November 200269.5Not deficient---260
February 200069.5Not deficient---260
March 199769.5Not deficient---250
January 199569.3Not deficient---243
May 199389.8Not deficient---243
May 199197.1Not deficient---243