FAP-877 (ILL-141) over WABASH RIVER

Map

Coordinates:
+37.94378, -88.04013
37°56'38" N, 88°02'24" W

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

Name:	FAP-877 (ILL-141) over WABASH RIVER
Structure number:	097990000000000
Old structure number:	000097990021276 `(from 1992 edition)`
Location:	4.5 MI NE NEW HAVEN
Purpose:	Carries highway over waterway
Route classification:	Minor Arterial (Rural) `[06]`
Tolls:	Yes `[1]`
Length of largest span:	426.9 ft. `[130.1 m]`
Total length:	2399.7 ft. `[731.4 m]`
Roadway width between curbs:	25.9 ft. `[7.9 m]`
Deck width edge-to-edge:	32.2 ft. `[9.8 m]`
Vertical clearance below bridge:	62.3 ft. `[19.0 m]`
Owner:	Private (other than railroad) `[26]`
Year built:	1956
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:	Truss - Thru `[10]`
Deck type:	Concrete Cast-in-Place `[1]`
Wearing surface:	Bituminous `[6]`

Good/Fair/Poor Condition:	Fair
Status:	Open, no restriction `[A]`
Average daily traffic:	2,800 `[as of 1991]`
Truck traffic:	12% of total traffic
Deck condition:	Fair `[5 out of 9]`
Superstructure condition:	Good `[7 out of 9]`
Substructure condition:	Good `[7 out of 9]`
Structural appraisal:	Better than present minimum criteria `[7]`
Deck geometry appraisal:	Basically intolerable requiring high priority of corrrective action `[3]`
Water adequacy appraisal:	Better than present minimum criteria `[7]`
Roadway alignment appraisal:	Somewhat better than minimum adequacy to tolerate being left in place as is `[5]`
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:	Scour calculation/evaluation has not been made. `[6]`
Sufficiency rating:	57.6
Recommended work:	Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. `[31]`
Estimated cost of work:	$10,455,000

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
February 2079	Fair	Fair	Good	Good	2800	57.6
October 2010	Good	Good	Good	Good	3550	60.6
September 2009	Fair	Satisfactory	Good	Good	3350	60.6
September 2006	Fair	Satisfactory	Good	Good	4150	60.6
November 1995	Fair	Satisfactory	Satisfactory	Satisfactory	3450	60.6
March 1992	Fair	Good	Satisfactory	Satisfactory	2900	60.6