Share:

MORSE RD over ALUM CREEK (MORSE)

Map 

Coordinates:
+40.05833, -82.92500
40°03'30" N, 82°55'30" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:MORSE RD over ALUM CREEK (MORSE)
Structure number:2535874
Location:0.1 MI WEST OF SUNBURY RD
Purpose:Carries highway over waterway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:58.1 ft. [17.7 m]
Total length:151.6 ft. [46.2 m]
Roadway width between curbs:104.0 ft. [31.7 m]
Deck width edge-to-edge:116.1 ft. [35.4 m]
Owner:County Highway Agency [02]
Year built:1997
Historic significance:Historical significance is not determinable at this time [4]
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:Integral Concrete (separate non-modified layer of concrete added to structural deck) [2]

Latest Available Inspection: November 2015 

Status:Open, no restriction [A]
Average daily traffic:36,225 [as of 1995]
Truck traffic:5% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Superior to present desirable criteria [9]
Water adequacy appraisal:Superior to present desirable criteria [9]
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:44.6 tons [40.5 metric tons]
Inventory rating:35.6 tons [32.4 metric tons]
Sufficiency rating:89.8

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
November 201589.8Not deficientGoodGoodGood36225
January 201589.8Not deficientGoodGoodGood36225
October 201384.2Not deficientGoodGoodGood36225
November 201284.2Not deficientGoodGoodGood36225
January 201284.2Not deficientGoodGoodGood36225
December 201084.2Not deficientGoodGoodGood36225
October 200984.2Not deficientGoodGoodGood36225
October 200884.2Not deficientGoodGoodGood36225
September 200784.2Not deficientGoodGoodGood36225
October 200684.2Not deficientGoodGoodGood36225
September 200584.2Not deficientGoodGoodGood36225
September 200484.2Not deficientGoodGoodGood36225
September 200384.2Not deficientGoodGoodGood36225
August 200284.2Not deficientGoodGoodGood36225
October 200184.2Not deficientVery GoodVery GoodGood36225
October 200084.2Not deficientVery GoodVery GoodVery Good36225
November 199984.2Not deficientVery GoodVery GoodVery Good36225
October 199884.2Not deficientVery GoodVery GoodVery Good36225