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MITSCHER WAY over ROSE CREEK

Map 

Coordinates:
+32.88000, -117.13056
32°52'48" N, 117°07'50" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:MITSCHER WAY over ROSE CREEK
Structure number:2CA7555
Location:1.5km South of Miramar Rd
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Local (Urban) [19]
Length of largest span:6.6 ft. [2.0 m]
Total length:28.5 ft. [8.7 m]
Roadway width between curbs:52.2 ft. [15.9 m]
Deck width edge-to-edge:75.1 ft. [22.9 m]
Owner:Navy/Marines [73]
Year built:1935
Year reconstructed:2005
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Number of main spans:4
Main spans material:Concrete [1]
Main spans design:Culvert [19]
Deck type:Not applicable [N]

Latest Available Inspection: August 2015 

Status:Open, no restriction [A]
Average daily traffic:4,000 [as of 2015]
Truck traffic:5% of total traffic
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal:Better than present minimum criteria [7]
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: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:39.8 tons [36.2 metric tons]
Inventory rating:35.9 tons [32.6 metric tons]
Sufficiency rating:83.3
Recommended work:Other structural work, including hydraulic replacements. [38]
Estimated cost of work:$22,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
August 201583.3Not deficient---4000
July 201383.3Not deficient---4000
August 201184.3Not deficient---4000
August 200984.3Not deficient---4000
November 200786.3Not deficient---4000
February 200586.3Not deficient---4000