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OLIVE DR SE over FAGAN CREEK

Map 

Coordinates:
+34.72241, -86.56786
34°43'21" N, 86°34'04" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:OLIVE DR SE over FAGAN CREEK
Structure number:008855
Old structure number:0000010445M0010 (from 1992 edition)
Location:OLIVE DR * BLOSSOMWOODSCH
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Local (Urban) [19]
Length of largest span:15.1 ft. [4.6 m]
Total length:42.0 ft. [12.8 m]
Roadway width between curbs:30.5 ft. [9.3 m]
Deck width edge-to-edge:43.0 ft. [13.1 m]
Owner:City or Municipal Highway Agency [04]
Year built:1965
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 9 / H 10 [1]
Number of main spans:3
Main spans material:Concrete [1]
Main spans design:Culvert [19]
Deck type:Not applicable [N]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: August 2014 

Status:Open, no restriction [A]
Average daily traffic:4,850 [as of 2013]
Truck traffic:1% of total traffic
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal:Better than present minimum criteria [7]
Roadway alignment appraisal:Better than present minimum criteria [7]
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]
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:36.0 tons [32.7 metric tons]
Inventory rating:26.0 tons [23.6 metric tons]
Sufficiency rating:75.9
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$629,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
August 201475.9Not deficient---4850
August 201247.5Structurally deficient---4850
August 201047.5Structurally deficient---4850
August 200847.5Structurally deficient---4850
October 200647.5Structurally deficient---4850
October 200447.5Structurally deficient---4850
November 200247.5Structurally deficient---4850
November 200047.5Structurally deficient---4850
December 199847.5Structurally deficient---4850
December 199647.3Structurally deficient---4840
December 199449.2Structurally deficient---4810
January 199349.2Structurally deficient---4800
December 199053.4Structurally deficient---4700