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US 281 over DRY CYPRESS CREEK

Map 

Coordinates:
+30.39367, -98.36247
30°23'37" N, 98°21'45" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:US 281 over DRY CYPRESS CREEK
Structure number:140160025203012
Location:8.6 MI N OF US 290 W
Purpose:Carries highway over waterway
Route classification:Principal Arterial - Other (Rural) [02]
Length of largest span:27.9 ft. [8.5 m]
Total length:86.0 ft. [26.2 m]
Roadway width between curbs:54.1 ft. [16.5 m]
Deck width edge-to-edge:57.1 ft. [17.4 m]
Owner:State Highway Agency [01]
Year built:1930
Year reconstructed:1956
Historic significance:Bridge is possibly eligible for the National Register of Historic Places [3]
Design load:M 13.5 / H 15 [2]
Number of main spans:3
Main spans material:Concrete [1]
Main spans design:Tee beam [04]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: April 2015 

Status:Open, no restriction [A]
Average daily traffic:7,890 [as of 2013]
Truck traffic:7% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
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]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:40.6 tons [36.9 metric tons]
Inventory rating:23.8 tons [21.6 metric tons]
Sufficiency rating:52.3
Recommended work:Other structural work, including hydraulic replacements. [38]
Estimated cost of work:$10,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
April 201552.3Not deficientGoodGoodSatisfactory7890
May 201352.3Not deficientGoodGoodSatisfactory5800
June 201153.3Not deficientGoodGoodSatisfactory8100
July 200952.6Not deficientVery GoodGoodGood8600
July 200754.6Not deficientVery GoodGoodGood8560
May 200564.8Functionally obsoleteGoodGoodGood8200
April 200372.9Functionally obsoleteSatisfactorySatisfactoryGood7300
April 200171.9Functionally obsoleteSatisfactorySatisfactoryGood8800
June 199971.9Functionally obsoleteSatisfactorySatisfactoryGood6000
June 199771.9Functionally obsoleteSatisfactorySatisfactoryGood4200
June 199573.9Functionally obsoleteSatisfactorySatisfactoryGood4600
May 199364.6Functionally obsoleteGoodGoodGood3800
October 199164.6Functionally obsoleteGoodGoodGood4200