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GROVE STREET over FRISCO DITCH

Map 

Coordinates:
+37.69701, -97.30818
37°41'49" N, 97°18'29" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:GROVE STREET over FRISCO DITCH
Structure number:530400870WDCF20
Location:GROVE AT ORCHARD
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Collector (Urban) [17]
Length of largest span:9.8 ft. [3.0 m]
Total length:20.7 ft. [6.3 m]
Roadway width between curbs:29.9 ft. [9.1 m]
Deck width edge-to-edge:70.5 ft. [21.5 m]
Skew angle:16°
Owner:City or Municipal Highway Agency [04]
Year built:1963
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:Low slump Concrete [4]

Latest Available Inspection: November 2015 

Status:Open, no restriction [A]
Average daily traffic:5,100 [as of 2006]
Truck traffic:1% of total traffic
Structural appraisal:Meets minimum tolerable limits to be left in place as is [4]
Deck geometry appraisal:Basically intolerable requiring high priority of corrrective action [3]
Water adequacy appraisal:Better than present minimum criteria [7]
Roadway alignment appraisal:Equal to present minimum criteria [6]
Channel protection:Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8]
Pier/abutment protection:Navigation protection not required [1]
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:29.9 tons [27.2 metric tons]
Inventory rating:17.9 tons [16.3 metric tons]
Evaluation:Functionally obsolete [2]
Sufficiency rating:57.0

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
November 201557.0Functionally obsolete---5100
September 201357.0Functionally obsolete---5100
December 201157.0Functionally obsolete---5100
November 200957.0Functionally obsolete---5100
August 200754.0Functionally obsolete---5100
November 200257.0Functionally obsolete---5077
February 200057.0Functionally obsolete---5077
March 199759.1Not deficient---4858
January 199573.7Not deficient---4834
April 199378.4Not deficient---4834
May 199178.4Not deficient---4971