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ROCKY CREEK RD over ROCKY CREEK

Map 

Coordinates:
+30.84766, -95.06839
30°50'52" N, 95°04'06" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:ROCKY CREEK RD over ROCKY CREEK
Structure number:111870AA0116001
Location:1.6 MI N OF FM 3152
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:44.0 ft. [13.4 m]
Total length:221.1 ft. [67.4 m]
Roadway width between curbs:27.6 ft. [8.4 m]
Deck width edge-to-edge:30.2 ft. [9.2 m]
Skew angle:45°
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:5
Main spans material:Concrete [1]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: July 2015 

Status:Open, no restriction [A]
Average daily traffic:2,205 [as of 2015]
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Basically intolerable requiring high priority of corrrective action [3]
Water adequacy appraisal:Better than present minimum criteria [7]
Roadway alignment appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
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:35.6 tons [32.4 metric tons]
Inventory rating:26.7 tons [24.3 metric tons]
Evaluation:Functionally obsolete [2]
Sufficiency rating:76.8
Recommended work:Other structural work, including hydraulic replacements. [38]
Estimated cost of work:$15,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
July 201576.8Functionally obsoleteGoodGoodSatisfactory2205
July 201376.8Functionally obsoleteGoodGoodSatisfactory2205
July 201177.8Functionally obsoleteGoodGoodSatisfactory2205
May 200978.0Functionally obsoleteGoodGoodSatisfactory2205
May 200778.0Functionally obsoleteGoodGoodSatisfactory2205
June 200579.0Functionally obsoleteGoodGoodSatisfactory2205
May 200376.8Functionally obsoleteGoodGoodSatisfactory2205
June 200178.7Functionally obsoleteVery GoodVery GoodSatisfactory2205
April 199978.7Functionally obsoleteVery GoodVery GoodSatisfactory2205
April 199762.0Functionally obsoleteVery GoodVery GoodSatisfactory2205
March 199537.0Structurally deficientVery GoodVery GoodPoor2100
May 199388.5Not deficientVery GoodVery GoodGood2100
May 199188.5Not deficientVery GoodVery GoodGood2100
May 199088.5Not deficientVery GoodVery GoodVery Good2100