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FAU 2807 297753C over CNIC RAILROAD

Map 

Coordinates:
+35.10750, -89.05806
35°06'27" N, 89°03'29" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:FAU 2807 297753C over CNIC RAILROAD
Structure number:79K28070001
Location:SOUTH PARKWAY E.-MEMPHIS
Purpose:Carries highway and pedestrian walkway over railroad
Route classification:Minor Arterial (Urban) [16]
Length of largest span:80.1 ft. [24.4 m]
Total length:206.4 ft. [62.9 m]
Roadway width between curbs:51.8 ft. [15.8 m]
Deck width edge-to-edge:65.9 ft. [20.1 m]
Vertical clearance below bridge:23.3 ft. [7.1 m]
Skew angle:15°
Owner:City or Municipal Highway Agency [04]
Year built:2007
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:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: April 2015 

Status:Open, no restriction [A]
Average daily traffic:1,310 [as of 2016]
Truck traffic:10% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Very Good [8 out of 9]
Structural appraisal:Equal to present desirable criteria [8]
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:84.2 tons [76.5 metric tons]
Inventory rating:35.6 tons [32.4 metric tons]
Sufficiency rating:91.3

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
April 201591.3Not deficientGoodVery GoodVery Good1310
April 201391.3Not deficientGoodVery GoodVery Good1310
May 201191.3Not deficientGoodVery GoodVery Good1310
June 200991.3Not deficientVery GoodVery GoodVery Good1310
September 200790.3Not deficientVery GoodVery GoodVery Good1310
September 20054.0Structurally deficientFairSatisfactoryCritical8800
October 200340.0Structurally deficientFairSatisfactoryPoor8300
October 200139.5Structurally deficientFairSatisfactoryPoor9550
March 200039.1Structurally deficientFairSatisfactoryPoor10520
April 199839.2Structurally deficientFairSatisfactoryPoor10140
June 199854.3Functionally obsoleteGoodGoodFair12260
November 199553.4Functionally obsoleteFairFairFair10870
October 199353.5Functionally obsoleteFairFairFair10400
December 199153.5Functionally obsoleteFairFairFair10560