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INGRAHAM ST over FISHERMAN'S CHANNEL

Map 

Coordinates:
+32.77778, -117.23583
32°46'40" N, 117°14'09" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:INGRAHAM ST over FISHERMAN'S CHANNEL
Structure number:57C0311
Location:1.1 MI N OF W MISON BY DR
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:131.9 ft. [40.2 m]
Total length:790.1 ft. [240.8 m]
Roadway width between curbs:78.1 ft. [23.8 m]
Deck width edge-to-edge:98.1 ft. [29.9 m]
Owner:City or Municipal Highway Agency [04]
Year built:1990
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Number of main spans:6
Main spans material:Prestressed concrete continuous [6]
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:36,500 [as of 2010]
Truck traffic:1% of total traffic
Deck condition:Fair [5 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Better than present minimum criteria [7]
Water adequacy appraisal:Superior to present desirable criteria [9]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:59.5 tons [54.1 metric tons]
Inventory rating:35.6 tons [32.4 metric tons]
Sufficiency rating:78.0

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
October 201578.0Not deficientFairFairGood36500
September 201378.0Not deficientFairFairGood36500
September 201178.0Not deficientFairFairGood36500
February 201075.7Not deficientFairFairGood45000
November 200788.3Not deficientFairVery GoodGood45000
July 200688.3Not deficientFairVery GoodGood45000
January 200688.3Not deficientFairVery GoodGood45000
July 200288.3Not deficientFairVery GoodGood45000
July 200189.5Not deficientGoodVery GoodGood45000
July 200089.5Not deficientGoodVery GoodGood45000
March 199889.5Not deficientGoodVery GoodGood45000
December 199589.9Not deficientVery GoodVery GoodVery Good45000
December 199389.9Not deficientVery GoodVery GoodVery Good45000
December 199189.9Not deficientVery GoodVery GoodVery Good45000