Source: National Bridge Inventory
Information not verified. Use at your own risk.


Structure number:3136353
Location:300FT S OF INT SPR GR&CL
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Collector (Urban) [17]
Length of largest span:65.0 ft. [19.8 m]
Total length:126.0 ft. [38.4 m]
Roadway width between curbs:36.1 ft. [11.0 m]
Deck width edge-to-edge:49.5 ft. [15.1 m]
Owner:County Highway Agency [02]
Year built:1935
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18+Mod / HS 20+Mod [6]
Number of main spans:2
Main spans material:Steel continuous [4]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: October 2016 

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:4,691 [as of 2015]
Truck traffic:9% of total traffic
Deck condition:Very Good [8 out of 9]
Superstructure condition:Excellent [9 out of 9]
Substructure condition:Very Good [8 out of 9]
Structural appraisal:Equal to present desirable criteria [8]
Deck geometry appraisal:Basically intolerable requiring high priority of replacement [2]
Water adequacy appraisal:Superior to present desirable criteria [9]
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]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:99.1 tons [90.1 metric tons]
Inventory rating:59.2 tons [53.8 metric tons]
Sufficiency rating:79.6
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$100,000

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
October 201679.6GoodVery GoodExcellentVery GoodFO4691
October 201576.9GoodVery GoodExcellentVery GoodFO13764
July 201476.9GoodVery GoodExcellentVery GoodFO13764
August 201376.9GoodVery GoodExcellentVery GoodFO13764
August 201276.9GoodVery GoodExcellentVery GoodFO13764
October 201176.9GoodExcellentExcellentVery GoodFO13764
November 201068.8GoodExcellentExcellentVery GoodFO13764
June 200950.3PoorPoorFairSatisfactorySD13764
April 200850.3PoorPoorFairSatisfactorySD13764
May 200750.3PoorPoorFairSatisfactorySD13764
April 200652.6FairFairFairSatisfactoryFO13764
February 200552.6FairFairFairSatisfactoryFO13764
March 200352.6FairFairFairSatisfactoryFO13764
April 200252.6FairFairFairSatisfactoryFO13764
March 200052.6FairFairFairSatisfactoryFO13764
November 199865.8FairSatisfactorySatisfactorySatisfactoryFO13764
October 199569.5FairSatisfactorySatisfactorySatisfactoryFO2800
November 199369.6FairSatisfactorySatisfactorySatisfactoryFO2800
December 199270.6FairSatisfactorySatisfactorySatisfactoryFO2800
November 199170.6FairSatisfactorySatisfactoryGoodFO2800
October 199069.6FairSatisfactorySatisfactoryGoodFO2800