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CR 197 (YOUNG LN) over SIXMILE BRANCH

Map 

Coordinates:
+29.82333, -97.60528
29°49'24" N, 97°36'19" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:CR 197 (YOUNG LN) over SIXMILE BRANCH
Structure number:140280AA0183001
Location:1.9 MI E OF FM 1322
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:5.9 ft. [1.8 m]
Total length:23.0 ft. [7.0 m]
Owner:County Highway Agency [02]
Year built:2005
Year reconstructed:2013
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Number of main spans:3
Main spans material:Steel [3]
Main spans design:Culvert [19]
Deck type:Not applicable [N]

Latest Available Inspection: January 2016 

Status:Posted for load [P]
Average daily traffic:360 [as of 2011]
Structural appraisal:Equal to present minimum criteria [6]
Water adequacy appraisal:Meets minimum tolerable limits to be left in place as is [4]
Roadway alignment appraisal:Basically intolerable requiring high priority of corrrective action [3]
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 assessed or calculated scour condition. [5]
Operating rating:35.6 tons [32.4 metric tons]
Inventory rating:26.7 tons [24.3 metric tons]
Sufficiency rating:83.3

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
January 201683.3Not deficient---360
January 201483.3Not deficient---360
January 201272.2Not deficient---360
January 201090.8Not deficient---360
March 200442.8Structurally deficientGoodSatisfactorySatisfactory360
April 200242.8Structurally deficientGoodSatisfactorySatisfactory345
May 200042.8Structurally deficientVery GoodSatisfactorySatisfactory345
February 199845.2Structurally deficientVery GoodSatisfactorySatisfactory300
December 199535.0Structurally deficientVery GoodSatisfactoryFair300
January 199433.9Structurally deficientVery GoodSatisfactoryFair300
February 199228.1Structurally deficientVery GoodSatisfactorySatisfactory300