Johnson St over ST. JOSEPH River

This bridge is no longer in the current National Bridge Inventory database, and has likely been demolished or abandoned.

Map

Coordinates:
+41.69306, -85.96583
41°41'35" N, 85°57'57" W

Source: National Bridge Inventory. Information not verified; use at your own risk.

Name:	Johnson St over ST. JOSEPH River
Structure number:	2000163
Location:	0 S of BEARDSLEY Ave
Purpose:	Carries highway and pedestrian walkway over waterway
Route classification:	Other Principal Arterial (Urban) `[14]`
Length of largest span:	98.1 ft. `[29.9 m]`
Total length:	390.1 ft. `[118.9 m]`
Roadway width between curbs:	44.0 ft. `[13.4 m]`
Deck width edge-to-edge:	50.9 ft. `[15.5 m]`
Owner:	County Highway Agency `[02]`
Year built:	1918
Year reconstructed:	1981
Historic significance:	Bridge is eligible for the National Register of Historic Places `[2]`
Number of main spans:	4
Main spans material:	Steel `[3]`
Main spans design:	Truss - Deck `[09]`
Deck type:	Concrete Cast-in-Place `[1]`
Wearing surface:	Monolithic Concrete (concurrently placed with structural deck) `[1]`

Good/Fair/Poor Condition:	Poor
Status:	Posted for load `[P]`
Average daily traffic:	21,892 `[as of 2007]`
Truck traffic:	15% of total traffic
Deck condition:	Poor `[4 out of 9]`
Superstructure condition:	Poor `[4 out of 9]`
Substructure condition:	Poor `[4 out of 9]`
Structural appraisal:	Meets minimum tolerable limits to be left in place as is `[4]`
Deck geometry appraisal:	Basically intolerable requiring high priority of replacement `[2]`
Water adequacy appraisal:	Superior to present desirable criteria `[9]`
Roadway alignment appraisal:	Equal to present desirable criteria `[8]`
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]`
Sufficiency rating:	23.7
Recommended work:	Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. `[31]`
Estimated cost of work:	$10,700,000

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
December 2008	Poor	Poor	Poor	Poor	21892	23.7
September 1998	Fair	Satisfactory	Good	Good	29600	80.6
June 1990	Poor	Good	Poor	Fair	29500	7.0