JOHN ROGERS DRIVE over SEABOARD RAILROAD

Map 

Facts 

Name:	JOHN ROGERS DRIVE over SEABOARD RAILROAD
Structure number:	012830
Location:	JOHN ROGERS DR & US78
Purpose:	Carries highway over railroad
Route classification:	Local (Urban) [19]
Length of largest span:	54.1 ft. [16.5 m]
Total length:	165.4 ft. [50.4 m]
Roadway width between curbs:	76.1 ft. [23.2 m]
Deck width edge-to-edge:	78.7 ft. [24.0 m]
Vertical clearance below bridge:	23.0 ft. [7.0 m]
Owner:	City or Municipal Highway Agency [04]
Year built:	1986
Historic significance:	Bridge is not eligible for the National Register of Historic Places [5]
Design load:	MS 18 / HS 20 [5]
Number of main spans:	3
Main spans material:	Steel continuous [4]
Main spans design:	Stringer/Multi-beam or girder [02]
Deck type:	Concrete Cast-in-Place [1]
Wearing surface:	Monolithic Concrete (concurrently placed with structural deck) [1]

2010 Inspection 

Status:	Open, no restriction [A]
Average daily traffic:	2,500 [as of 2004]
Truck traffic:	1% of total traffic
Deck condition:	Satisfactory [6 out of 9]
Superstructure condition:	Satisfactory [6 out of 9]
Substructure condition:	Satisfactory [6 out of 9]
Scour condition:	Bridge not over waterway. [N]
Operating rating:	46.0 tons [41.8 metric tons]
Inventory rating:	20.4 tons [18.5 metric tons]
Evaluation:	Functionally obsolete [2]
Sufficiency rating:	75.9
Recommended work:	Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:	$4,902,000

2000 Inspection 

Status:	Open, no restriction [A]
Average daily traffic:	2,000 [as of 1996]
Truck traffic:	1% of total traffic
Deck condition:	Satisfactory [6 out of 9]
Superstructure condition:	Satisfactory [6 out of 9]
Substructure condition:	Fair [5 out of 9]
Scour condition:	Bridge not over waterway. [N]
Operating rating:	47.9 tons [43.5 metric tons]
Inventory rating:	36.0 tons [32.7 metric tons]
Evaluation:	Functionally obsolete [2]
Sufficiency rating:	63.5
Recommended work:	Other structural work, including hydraulic replacements. [38]
Estimated cost of work:	$333,000

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