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MERLIN STREET over ENCANTO CREEK

Map 

Coordinates:
+32.71000, -117.07083
32°42'36" N, 117°04'15" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:MERLIN STREET over ENCANTO CREEK
Structure number:57C0433
Location:300' S MARKET ST FAU S131
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Local (Urban) [19]
Length of largest span:19.0 ft. [5.8 m]
Total length:39.0 ft. [11.9 m]
Roadway width between curbs:30.2 ft. [9.2 m]
Deck width edge-to-edge:40.0 ft. [12.2 m]
Owner:City or Municipal Highway Agency [04]
Year built:1940
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 9 / H 10 [1]
Number of main spans:2
Main spans material:Concrete continuous [2]
Main spans design:Slab [01]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: February 2016 

Status:Open, no restriction [A]
Average daily traffic:4,500 [as of 2007]
Truck traffic:1% of total traffic
Deck condition:Poor [4 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Meets minimum tolerable limits to be left in place as is [4]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal:Superior to present desirable criteria [9]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:There are no noticeable or noteworthy deficiencies which affect the condition of the channel. [9]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:30.7 tons [27.9 metric tons]
Inventory rating:18.5 tons [16.8 metric tons]
Evaluation:Structurally deficient [1]
Sufficiency rating:54.1
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$236,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
February 201654.1Structurally deficientPoorGoodGood4500
January 201454.1Structurally deficientPoorGoodGood4500
May 201177.2Not deficientGoodGoodGood4500
December 200877.2Not deficientGoodGoodGood5000
June 200777.2Not deficientGoodGoodGood5000
July 200377.2Not deficientGoodGoodGood5000
August 200177.2Not deficientGoodGoodGood5000
May 199977.2Not deficientGoodGoodGood5000
November 199677.2Not deficientGoodGoodGood5000
August 199475.0Not deficientGoodGoodGood5000
June 199275.0Not deficientGoodGoodGood5000