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FAU 14 over LICK CREEK

Map 

Coordinates:
+35.15833, -90.01750
35°09'30" N, 90°01'03" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:FAU 14 over LICK CREEK
Structure number:79SR0140057
Location:0.2 MI E OF I-40 JCT
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:14.1 ft. [4.3 m]
Total length:47.9 ft. [14.6 m]
Skew angle:35°
Owner:State Highway Agency [01]
Year built:1966
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:Concrete continuous [2]
Main spans design:Culvert [19]
Deck type:Not applicable [N]

Latest Available Inspection: March 2015 

Status:Open, no restriction [A]
Average daily traffic:13,670 [as of 2014]
Truck traffic:7% of total traffic
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
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]
Sufficiency rating:63.6
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$797,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
March 201563.6Not deficient---13670
March 201364.1Not deficient---12800
April 201163.5Not deficient---13950
May 200963.7Not deficient---13600
August 200763.6Not deficient---13660
September 200578.1Not deficient---8640
September 200374.4Not deficient---16760
October 200174.5Not deficient---16520
February 200074.3Not deficient---16800
February 199858.8Not deficient---18890
October 199559.5Not deficient---17610
August 199358.9Not deficient---18750
December 199159.5Not deficient---17590