CR 100N over WABASH River

Map 

Facts 

Name:	CR 100N over WABASH River
Structure number:	8500135
Location:	0.5 S of US 24
Purpose:	Carries highway over waterway
Route classification:	Local (Rural) [09]
Length of largest span:	96.1 ft. [29.3 m]
Total length:	415.0 ft. [126.5 m]
Roadway width between curbs:	22.0 ft. [6.7 m]
Deck width edge-to-edge:	22.6 ft. [6.9 m]
Vertical clearance below bridge:	38.1 ft. [11.6 m]
Owner:	County Highway Agency [02]
Year built:	1899
Year reconstructed:	1993
Historic significance:	Bridge is possibly eligible for the National Register of Historic Places [3]
Design load:	MS 18 / HS 20 [5]
Number of main spans:	4
Main spans material:	Concrete [1]
Main spans design:	Arch - Deck [11]
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:	210 [as of 2008]
Truck traffic:	5% of total traffic
Deck condition:	Good [7 out of 9]
Superstructure condition:	Good [7 out of 9]
Substructure condition:	Good [7 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]
Pier/abutment protection:	Navigation protection not required [1]
Scour condition:	Bridge foundations determined to be stable for assessed or calculated scour conditions; field review indicates action is required. [4]
Operating rating:	44.6 tons [40.5 metric tons]
Inventory rating:	35.6 tons [32.4 metric tons]
Evaluation:	Functionally obsolete [2]
Sufficiency rating:	84.8
Recommended work:	Other structural work, including hydraulic replacements. [38]
Estimated cost of work:	$9,000

2000 Inspection 

Status:	Open, no restriction [A]
Average daily traffic:	200 [as of 1994]
Truck traffic:	5% of total traffic
Deck condition:	Very Good [8 out of 9]
Superstructure condition:	Very Good [8 out of 9]
Substructure condition:	Good [7 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]
Pier/abutment protection:	Navigation protection not required [1]
Scour condition:	Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Operating rating:	44.6 tons [40.5 metric tons]
Inventory rating:	35.6 tons [32.4 metric tons]
Sufficiency rating:	84.8
Recommended work:	Other structural work, including hydraulic replacements. [38]
Estimated cost of work:	$6,000

1992 Inspection 

Status:	Posted for load [P]
Average daily traffic:	200 [as of 1989]
Deck condition:	Fair [5 out of 9]
Superstructure condition:	Poor [4 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:	15.8 tons [14.4 metric tons]
Inventory rating:	14.9 tons [13.5 metric tons]
Evaluation:	Structurally deficient [1]
Sufficiency rating:	27.5
Recommended work:	Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:	$1,051,000

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