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FAP 1 over CYPRESS CREEK

Map 

Coordinates:
+35.14917, -89.95972
35°08'57" N, 89°57'35" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:FAP 1 over CYPRESS CREEK
Structure number:79SR0010011
Location:1.2 MI E OF SR-57 JCT.
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:24.3 ft. [7.4 m]
Total length:51.8 ft. [15.8 m]
Roadway width between curbs:60.0 ft. [18.3 m]
Deck width edge-to-edge:77.4 ft. [23.6 m]
Skew angle:10°
Owner:State Highway Agency [01]
Year built:1930
Historic significance:Historical significance is not determinable at this time [4]
Design load:MS 18 / HS 20 [5]
Number of main spans:2
Main spans material:Concrete continuous [2]
Main spans design:Culvert [19]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: March 2015 

Status:Open, no restriction [A]
Average daily traffic:19,620 [as of 2014]
Truck traffic:3% of total traffic
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Basically intolerable requiring high priority of replacement [2]
Water adequacy appraisal:Equal to present minimum criteria [6]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7]
Culvert condition:Moderate to major deterioration or disintegration, extensive cracking and leaching or spalls on concrete or masonry walls and slabs. Minor settlement or misalignment. Noticeable scouring or erosion at curtain walls, wingwalls or pipes. Metal culverts have significant distortion and deflection in one section, significant corrosion or deep pitting. [5]
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]
Evaluation:Functionally obsolete [2]
Sufficiency rating:67.0
Recommended work:Widening of existing bridge or other major structure without deck rehabilitation or replacement [33]
Estimated cost of work:$166,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
March 201567.0Functionally obsolete---19620
February 201367.0Functionally obsolete---20120
March 201167.0Functionally obsolete---19720
May 200967.0Functionally obsolete---20300
July 200768.0Functionally obsolete---20150
August 200567.0Functionally obsolete---20850
September 200367.4Functionally obsolete---10690
October 200167.0Functionally obsolete---24400
February 200067.0Functionally obsolete---24890
February 199856.0Not deficient---27720
September 199556.0Not deficient---25360
August 199356.0Not deficient---21980
November 199156.0Not deficient---24350