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SEGNO FIRELANE RD over DOUBLE BRANCH

Map 

Coordinates:
+30.63224, -94.72574
30°37'56" N, 94°43'33" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:SEGNO FIRELANE RD over DOUBLE BRANCH
Structure number:111870AA0360001
Location:4.8 MI S OF FM 1276
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:16.1 ft. [4.9 m]
Total length:89.9 ft. [27.4 m]
Roadway width between curbs:13.1 ft. [4.0 m]
Deck width edge-to-edge:14.1 ft. [4.3 m]
Owner:County Highway Agency [02]
Year built:1985
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Number of main spans:6
Main spans material:Steel continuous [4]
Main spans design:Other [00]
Deck type:Wood or Timber [8]
Wearing surface:Wood or Timber [7]

Latest Available Inspection: August 2015 

Status:Posted for load [P]
Average daily traffic:55 [as of 2015]
Deck condition:Fair [5 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Fair [5 out of 9]
Structural appraisal:Meets minimum tolerable limits to be left in place as is [4]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal:Basically intolerable requiring high priority of corrrective action [3]
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]
Pier/abutment protection:Navigation protection not required [1]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Operating rating:24.8 tons [22.5 metric tons]
Inventory rating:16.8 tons [15.3 metric tons]
Evaluation:Functionally obsolete [2]
Sufficiency rating:44.0
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$6,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
August 201544.0Functionally obsoleteFairFairFair55
August 201344.0Functionally obsoleteFairFairFair55
August 201142.0Structurally deficientPoorFairFair55
June 200944.2Functionally obsoleteFairFairFair55
June 200748.7Functionally obsoleteFairFairFair55
June 200550.8Functionally obsoleteFairFairGood55
May 200365.5Functionally obsoleteSatisfactorySatisfactoryGood55
June 200164.0Functionally obsoleteSatisfactorySatisfactoryGood55
April 199964.0Functionally obsoleteSatisfactorySatisfactorySatisfactory55
April 199766.0Not deficientGoodGoodGood55
March 199566.0Not deficientVery GoodGoodGood50
May 199355.0Not deficientVery GoodGoodGood50
July 199154.0Not deficientVery GoodGoodVery Good50
May 199032.0Structurally deficientSatisfactoryFairPoor50