PRINCETON AVENUE over LITTLE SUGAR CREEK

Map 

Facts 

Name:	PRINCETON AVENUE over LITTLE SUGAR CREEK
Structure number:	000000001190396
Location:	0.5 MI E JCT PARK ROAD
Purpose:	Carries highway and pedestrian walkway over waterway
Route classification:	Local (Urban) [19]
Length of largest span:	36.1 ft. [11.0 m]
Total length:	76.1 ft. [23.2 m]
Roadway width between curbs:	34.1 ft. [10.4 m]
Deck width edge-to-edge:	49.9 ft. [15.2 m]
Skew angle:	6°
Owner:	City or Municipal Highway Agency [04]
Year built:	1948
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:	2
Main spans material:	Steel [3]
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:	Posted for load [P]
Average daily traffic:	4,500 [as of 1993]
Truck traffic:	7% of total traffic
Deck condition:	Good [7 out of 9]
Superstructure condition:	Good [7 out of 9]
Substructure condition:	Satisfactory [6 out of 9]
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]
Scour condition:	Bridge with "unknown" foundation that has not been evaluated for scour. [U]
Operating rating:	18.8 tons [17.1 metric tons]
Inventory rating:	9.9 tons [9.0 metric tons]
Evaluation:	Functionally obsolete [2]
Sufficiency rating:	53.9

2000 Inspection 

Status:	Posted for load [P]
Average daily traffic:	4,500 [as of 1993]
Truck traffic:	7% of total traffic
Deck condition:	Very Good [8 out of 9]
Superstructure condition:	Good [7 out of 9]
Substructure condition:	Satisfactory [6 out of 9]
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]
Scour condition:	Bridge with "unknown" foundation that has not been evaluated for scour. [U]
Operating rating:	20.8 tons [18.9 metric tons]
Inventory rating:	11.9 tons [10.8 metric tons]
Evaluation:	Structurally deficient [1]
Sufficiency rating:	58.2
Recommended work:	Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:	$440,000

1992 Inspection 

Status:	Posted for load [P]
Average daily traffic:	5,000 [as of 1990]
Truck traffic:	7% of total traffic
Deck condition:	Fair [5 out of 9]
Superstructure condition:	Satisfactory [6 out of 9]
Substructure condition:	Fair [5 out of 9]
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]
Scour condition:	Scour calculation/evaluation has not been made. [6]
Operating rating:	24.8 tons [22.5 metric tons]
Inventory rating:	13.9 tons [12.6 metric tons]
Sufficiency rating:	52.8

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