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LOGAN ST over MORRISON CREEK

Map 

Coordinates:
+38.51500, -121.41500
38°30'54" N, 121°24'54" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:LOGAN ST over MORRISON CREEK
Structure number:24C0296
Location:0.3 MI N ELDER CREEK RD
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Local (Urban) [19]
Length of largest span:33.1 ft. [10.1 m]
Total length:85.0 ft. [25.9 m]
Roadway width between curbs:39.7 ft. [12.1 m]
Deck width edge-to-edge:51.8 ft. [15.8 m]
Owner:City or Municipal Highway Agency [04]
Year built:1975
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:3
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: November 2014 

Status:Open, no restriction [A]
Average daily traffic:300 [as of 2006]
Truck traffic:10% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Very Good [8 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Superior to present desirable criteria [9]
Water adequacy appraisal:Better than present minimum criteria [7]
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 the assessed or calculated scour condition. [8]
Operating rating:90.5 tons [82.3 metric tons]
Inventory rating:54.1 tons [49.2 metric tons]
Sufficiency rating:98.0

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
November 201498.0Not deficientGoodGoodVery Good300
January 201397.0Not deficientFairGoodGood300
April 201197.0Not deficientFairGoodGood300
January 200997.0Not deficientFairGoodGood300
November 200697.0Not deficientFairGoodGood300
May 200497.0Not deficientFairGoodGood200
January 200497.0Not deficientFairGoodGood200
April 200297.0Not deficientFairGoodGood200
May 199998.0Not deficientSatisfactoryGoodGood200
September 199498.0Not deficientGoodVery GoodVery Good200
August 199298.0Not deficientGoodVery GoodVery Good200
March 199098.0Not deficientGoodVery GoodVery Good200