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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 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:900 [as of 2015]
Truck traffic:1% of total traffic
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Equal to present minimum criteria [6]
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:88.9
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$459,000

Previous Inspections

DateSuff. RatingConditionCulvert ConditionSD/FOADT
August 201688.9Fair6 out of 10-900
August 201475.9Fair6 out of 10-4850
August 201247.5Fair6 out of 10SD4850
August 201047.5Fair6 out of 10SD4850
August 200847.5Fair6 out of 10SD4850
October 200647.5Good7 out of 10SD4850
October 200447.5Good7 out of 10SD4850
November 200247.5Good8 out of 10SD4850
November 200047.5Good7 out of 10SD4850
December 199847.5Good7 out of 10SD4850
December 199647.3Good7 out of 10SD4840
December 199449.2Good7 out of 10SD4810
January 199349.2Good7 out of 10SD4800
December 199053.4Good7 out of 10SD4700