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FAU 2821 299591J over CNIC RAILROAD

Map 

Coordinates:
+35.23611, -89.96528
35°14'10" N, 89°57'55" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:FAU 2821 299591J over CNIC RAILROAD
Structure number:790A4710001
Location:POINT CHURCH RD - MEMPHIS
Purpose:Carries highway and pedestrian walkway over railroad
Route classification:Collector (Urban) [17]
Length of largest span:67.9 ft. [20.7 m]
Total length:167.0 ft. [50.9 m]
Roadway width between curbs:29.9 ft. [9.1 m]
Deck width edge-to-edge:44.3 ft. [13.5 m]
Vertical clearance below bridge:24.6 ft. [7.5 m]
Owner:City or Municipal Highway Agency [04]
Year built:1991
Historic significance:Historical significance is not determinable at this time [4]
Design load:MS 18 / HS 20 [5]
Number of main spans:3
Main spans material:Prestressed concrete continuous [6]
Main spans design:Box Beam or girders - Single or Spread [06]
Deck type:Concrete Precast Panels [2]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: April 2015 

Status:Open, no restriction [A]
Average daily traffic:3,040 [as of 2016]
Truck traffic:2% of total traffic
Deck condition:Satisfactory [6 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:Meets minimum tolerable limits to be left in place as is [4]
Underclearances appraisal:Superior to present desirable criteria [9]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Scour condition:Bridge not over waterway. [N]
Operating rating:48.5 tons [44.1 metric tons]
Inventory rating:35.6 tons [32.4 metric tons]
Sufficiency rating:79.6
Recommended work:Widening of existing bridge or other major structure without deck rehabilitation or replacement [33]
Estimated cost of work:$592,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
April 201579.6Not deficientSatisfactoryGoodGood3040
April 201379.6Not deficientSatisfactoryGoodGood3040
May 201179.6Not deficientSatisfactoryGoodGood3040
June 200979.6Not deficientSatisfactoryGoodGood3040
October 200779.6Not deficientSatisfactoryGoodGood3040
September 200579.2Not deficientGoodGoodGood3810
October 200379.2Not deficientGoodGoodGood3870
November 200178.4Not deficientGoodGoodGood3460
March 200079.5Not deficientGoodGoodGood3230
June 199879.5Not deficientGoodGoodGood3260
November 199581.7Not deficientVery GoodVery GoodVery Good2810
September 199389.4Not deficientVery GoodVery GoodVery Good1950
December 19912.0Structurally deficientFairSeriousSerious1600