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CALIFORNIA SE over FAGAN CREEK

Map 

Coordinates:
+34.72272, -86.57376
34°43'22" N, 86°34'26" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:CALIFORNIA SE over FAGAN CREEK
Structure number:011011
Old structure number:0000020145M0080 (from 1992 edition)
Location:CALIFORNIA * LOWELL
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:9.8 ft. [3.0 m]
Total length:68.9 ft. [21.0 m]
Roadway width between curbs:48.6 ft. [14.8 m]
Deck width edge-to-edge:59.1 ft. [18.0 m]
Skew angle:15°
Owner:City or Municipal Highway Agency [04]
Year built:1973
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 13.5 / H 15 [2]
Number of main spans:7
Main spans material:Concrete [1]
Main spans design:Culvert [19]
Deck type:Not applicable [N]

Latest Available Inspection: October 2014 

Status:Open, no restriction [A]
Average daily traffic:17,800 [as of 2013]
Truck traffic:1% of total traffic
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Basically intolerable requiring high priority of replacement [2]
Water adequacy appraisal:Better than present minimum criteria [7]
Roadway alignment appraisal:Better than present minimum criteria [7]
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]
Culvert condition:Shrinkage cracks, light scaling and insignificant spalling which does not expose reinforcing steel. Insignificant damage caused by drift with no misalignment and not requiring corrective action. Some minor scouring has occured near curtain walls, wingwalls or pipes. Metal culverts have a smooth symmetrical curvature with superficial corrosion and no pitting. [7]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:48.5 tons [44.1 metric tons]
Inventory rating:29.2 tons [26.5 metric tons]
Evaluation:Functionally obsolete [2]
Sufficiency rating:71.0
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$1,569,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
October 201471.0Functionally obsolete---17800
October 201253.2Functionally obsolete---18500
October 201053.1Functionally obsolete---19000
October 200853.7Functionally obsolete---16100
November 200652.4Functionally obsolete---22925
November 200452.4Functionally obsolete---22925
November 200252.4Functionally obsolete---22925
November 200052.4Functionally obsolete---22925
October 199852.6Functionally obsolete---22900
December 199652.4Functionally obsolete---22875
December 199453.3Functionally obsolete---22800
January 199353.3Functionally obsolete---22700
December 199060.8Functionally obsolete---22600