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FM 197 over SANDERS CRK REL

Map 

Coordinates:
+33.87050, -95.55245
33°52'14" N, 95°33'09" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:FM 197 over SANDERS CRK REL
Structure number:011390076901008
Location:2.7 MI W OF US 271
Purpose:Carries highway over relief for waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:9.8 ft. [3.0 m]
Total length:21.0 ft. [6.4 m]
Roadway width between curbs:49.9 ft. [15.2 m]
Deck width edge-to-edge:51.2 ft. [15.6 m]
Owner:State Highway Agency [01]
Year built:1969
Historic significance:Bridge is possibly eligible for the National Register of Historic Places [3]
Design load:MS 18 / HS 20 [5]
Number of main spans:2
Main spans material:Concrete [1]
Main spans design:Culvert [19]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: January 2015 

Status:Open, no restriction [A]
Average daily traffic:520 [as of 2011]
Truck traffic:3% of total traffic
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Superior to present desirable criteria [9]
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:48.5 tons [44.1 metric tons]
Inventory rating:35.6 tons [32.4 metric tons]
Sufficiency rating:96.6

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
January 201596.6Not deficient---520
January 201396.6Not deficient---520
December 201096.6Not deficient---510
January 200996.5Not deficient---630
March 200786.6Not deficient---690
July 200586.6Not deficient---730
May 200386.3Not deficient---620
April 200186.2Not deficient---820
April 199986.3Not deficient---650
April 199786.4Not deficient---590
September 199686.4Not deficient---590
January 199593.7Not deficient---510
June 199393.7Not deficient---550
April 199193.6Not deficient---600