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CR 133(IVY SWITCH) over MCNEIL CREEK

Map 

Coordinates:
+29.68003, -97.59375
29°40'48" N, 97°35'38" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:CR 133(IVY SWITCH) over MCNEIL CREEK
Structure number:140280AA0222001
Location:0.40 MI SE OF FM 1322
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:9.8 ft. [3.0 m]
Total length:23.0 ft. [7.0 m]
Roadway width between curbs:20.3 ft. [6.2 m]
Deck width edge-to-edge:21.7 ft. [6.6 m]
Owner:County Highway Agency [02]
Year built:1928
Historic significance:Bridge is possibly eligible for the National Register of Historic Places [3]
Number of main spans:2
Main spans material:Concrete [1]
Main spans design:Culvert [19]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: January 2016 

Status:Posted for load [P]
Average daily traffic:204 [as of 2010]
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:Meets minimum tolerable limits to be left in place as is [4]
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]
Culvert condition:Moderate to major deterioration or disintegration, extensive cracking and leaching or spalls on concrete or masonry walls and slabs. Minor settlement or misalignment. Noticeable scouring or erosion at curtain walls, wingwalls or pipes. Metal culverts have significant distortion and deflection in one section, significant corrosion or deep pitting. [5]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:35.6 tons [32.4 metric tons]
Inventory rating:26.7 tons [24.3 metric tons]
Sufficiency rating:60.9
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$36,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
January 201660.9Not deficient---204
January 201460.9Not deficient---204
February 201260.9Not deficient---204
February 201061.1Not deficient---204
January 200861.1Not deficient---204
February 200661.1Not deficient---204
March 200460.9Not deficient---204
March 200260.9Not deficient---194
May 200060.9Not deficient---194
February 199871.9Not deficient---160
December 199571.9Not deficient---160
December 199371.2Not deficient---160
February 199289.5Not deficient---70