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S5-S209 CONNECTOR over I 8,CONNS,SAN DIEGO RIV

Map 

Coordinates:
+32.75944, -117.20528
32°45'34" N, 117°12'19" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:S5-S209 CONNECTOR over I 8,CONNS,SAN DIEGO RIV
Structure number:57 0565F
Location:11-SD-005-R20.04-SD
Purpose:Carries highway over highway and waterway
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:98.1 ft. [29.9 m]
Total length:1344.2 ft. [409.7 m]
Roadway width between curbs:27.9 ft. [8.5 m]
Deck width edge-to-edge:34.1 ft. [10.4 m]
Vertical clearance above deck:18.0 ft. [5.5 m]
Vertical clearance below bridge:15.1 ft. [4.6 m]
Skew angle:
Owner:State Highway Agency [01]
Year built:1969
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18+Mod / HS 20+Mod [6]
Number of main spans:15
Main spans material:Concrete continuous [2]
Main spans design:Box beam or girders - Multiple [05]
Deck type:Concrete Cast-in-Place [1]

Latest Available Inspection: October 2015 

Status:Open, no restriction [A]
Average daily traffic:11,500 [as of 2009]
Truck traffic:2% of total traffic
Deck condition:Very Good [8 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Very Good [8 out of 9]
Structural appraisal:Equal to present desirable criteria [8]
Deck geometry appraisal:Basically intolerable requiring high priority of corrrective action [3]
Underclearances appraisal:Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Operating rating:65.6 tons [59.6 metric tons]
Inventory rating:39.2 tons [35.6 metric tons]
Evaluation:Functionally obsolete [2]
Sufficiency rating:73.4
Recommended work:Other structural work, including hydraulic replacements. [38]
Estimated cost of work:$9,097,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
October 201573.4Functionally obsoleteVery GoodVery GoodVery Good11500
October 201373.4Functionally obsoleteGoodGoodGood11500
November 201173.4Functionally obsoleteGoodGoodGood11500
November 200964.3Functionally obsoleteFairGoodGood37000
January 200864.3Functionally obsoleteFairGoodGood37000
January 200664.3Functionally obsoleteFairGoodGood37000
October 200365.5Functionally obsoleteGoodGoodGood37000
January 200265.5Functionally obsoleteGoodGoodGood37000
November 199965.5Functionally obsoleteGoodGoodGood37000
20000.0Not applicable---110000
October 199570.6Not deficientGoodVery GoodVery Good37000
October 199170.6Not deficientGoodVery GoodVery Good37000