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NFA B734 over CYPRESS CREEK

Map 

Coordinates:
+35.12694, -89.96306
35°07'37" N, 89°57'47" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:NFA B734 over CYPRESS CREEK
Structure number:790B6610001
Location:WEST GOODWYN ST-MEMPHIS
Purpose:Carries highway over waterway
Route classification:Local (Urban) [19]
Length of largest span:24.0 ft. [7.3 m]
Total length:58.1 ft. [17.7 m]
Roadway width between curbs:23.3 ft. [7.1 m]
Deck width edge-to-edge:24.9 ft. [7.6 m]
Skew angle:30°
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 Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: May 2015 

Status:Open, no restriction [A]
Average daily traffic:610 [as of 2016]
Truck traffic:2% 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:Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal:Equal to present desirable criteria [8]
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:48.5 tons [44.1 metric tons]
Inventory rating:35.6 tons [32.4 metric tons]
Sufficiency rating:85.4

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
May 201585.4Not deficientGoodGoodGood610
May 201385.4Not deficientGoodGoodGood610
June 201184.4Not deficientGoodGoodGood610
August 200984.4Not deficientGoodGoodGood610
November 200785.4Not deficientGoodGoodGood610
November 200585.4Not deficientGoodGoodGood610
November 200384.4Not deficientGoodGoodGood610
December 200180.9Not deficientGoodGoodGood1000
April 200079.9Not deficientGoodGoodGood1000
June 199880.9Not deficientGoodGoodGood1000
January 199680.9Not deficientGoodGoodGood1000
September 199372.4Not deficientGoodGoodGood1000
December 199124.2Structurally deficientFairPoorSatisfactory1000