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MORELAND AVE.US 23 over ENTRENCHMENT CREEK

Map 

Coordinates:
+33.71757, -84.34948
33°43'03" N, 84°20'58" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:MORELAND AVE.US 23 over ENTRENCHMENT CREEK
Structure number:000000008900250
Location:5.5 MI SW OF DECATUR
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:11.2 ft. [3.4 m]
Total length:36.1 ft. [11.0 m]
Skew angle:10°
Owner:State Highway Agency [01]
Year built:1935
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 13.5 / H 15 [2]
Number of main spans:3
Main spans material:Concrete [1]
Main spans design:Culvert [19]
Deck type:Not applicable [N]

Latest Available Inspection: March 2014 

Status:Open, no restriction [A]
Average daily traffic:39,000 [as of 2010]
Truck traffic:1% of total traffic
Structural appraisal:Equal to present minimum criteria [6]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6]
Culvert condition:Deterioration or initial disintegration, minor chloride contamination, cracking with some leaching, or spalls on concrete or masonry walls and slabs. Local minor scouring at curtain walls, wingwalls or pipes. Metal culverts have a smooth curvature, non-symmetrical shape, significant corrosion or moderate pitting. [6]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:98.0 tons [89.1 metric tons]
Inventory rating:98.0 tons [89.1 metric tons]
Sufficiency rating:82.8
Estimated cost of work:$326,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
March 201482.8Not deficient---39000
March 201282.8Not deficient---39000
April 201082.8Not deficient---39000
April 200885.0Not deficient---500
March 200683.7Not deficient---22940
April 200483.7Not deficient---22940
March 200283.5Not deficient---26500
March 200083.5Not deficient---26300
October 199881.5Not deficient---26300
December 199581.0Not deficient---21563
December 199381.0Not deficient---21563
December 199181.0Not deficient---21563