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CR 3059 over BRADY CREEK

Map 

Coordinates:
+31.22956, -99.72143
31°13'46" N, 99°43'17" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:CR 3059 over BRADY CREEK
Structure number:070480AA0148003
Location:0.40 MI S OF US 87
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:5.9 ft. [1.8 m]
Total length:30.8 ft. [9.4 m]
Roadway width between curbs:20.0 ft. [6.1 m]
Deck width edge-to-edge:22.3 ft. [6.8 m]
Skew angle:20°
Owner:County Highway Agency [02]
Year built:1948
Historic significance:Bridge is eligible for the National Register of Historic Places [2]
Number of main spans:5
Main spans material:Concrete [1]
Main spans design:Culvert [19]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: June 2015 

Status:Open, no restriction [A]
Average daily traffic:20 [as of 2013]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal:Better than present minimum criteria [7]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5]
Culvert condition:Deterioration or initial disintegration, minor chloride contamination, cracking with some leaching, or spalls on concrete or masonry walls and slabs. Local minor scouring at curtain walls, wingwalls or pipes. Metal culverts have a smooth curvature, non-symmetrical shape, significant corrosion or moderate pitting. [6]
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:88.5

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
June 201588.5Not deficient---20
June 201388.5Not deficient---20
June 201188.5Not deficient---20
June 200988.8Not deficient---20
June 200788.8Not deficient---20
August 200588.8Not deficient---50
July 200388.5Not deficientGoodGoodSatisfactory50
September 200188.5Not deficientGoodGoodSatisfactory50
July 199988.5Not deficientGoodGoodSatisfactory50
October 199786.5Not deficientSatisfactorySatisfactorySatisfactory50
September 199586.5Not deficientGoodGoodGood50
July 199380.6Not deficientGoodVery GoodVery Good50
June 199182.6Not deficientGoodVery GoodVery Good50