ULAH ROAD over EDWARDS RIVER

Map 

Facts 

Name:	ULAH ROAD over EDWARDS RIVER
Structure number:	000037010008535
Location:	1.2 MI S JCT ILL 81
Purpose:	Carries highway over waterway
Route classification:	Local (Rural) [09]
Length of largest span:	100.1 ft. [30.5 m]
Total length:	105.3 ft. [32.1 m]
Roadway width between curbs:	20.0 ft. [6.1 m]
Deck width edge-to-edge:	21.3 ft. [6.5 m]
Vertical clearance above deck:	14.4 ft. [4.4 m]
Owner:	State Highway Agency [01]
Year built:	1933
Year reconstructed:	2000
Historic significance:	Bridge is possibly eligible for the National Register of Historic Places [3]
Design load:	MS 18 / HS 20 [5]
Main span material:	Steel [3]
Main span design:	Truss - Thru [10]
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:	200 [as of 2006]
Truck traffic:	20% of total traffic
Deck condition:	Very Good [8 out of 9]
Superstructure condition:	Fair [5 out of 9]
Substructure condition:	Good [7 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:	Countermeasures have been installed to mitigate an existing problem with scour. [7]
Operating rating:	57.4 tons [52.2 metric tons]
Inventory rating:	35.6 tons [32.4 metric tons]
Sufficiency rating:	67.4
Recommended work:	Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:	$453,000

2000 Inspection 

Status:	Open, no restriction [A]
Average daily traffic:	200 [as of 1996]
Truck traffic:	2% of total traffic
Deck condition:	Poor [4 out of 9]
Superstructure condition:	Fair [5 out of 9]
Substructure condition:	Good [7 out of 9]
Channel protection:	Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8]
Scour condition:	Countermeasures have been installed to mitigate an existing problem with scour. [7]
Operating rating:	32.7 tons [29.7 metric tons]
Inventory rating:	21.8 tons [19.8 metric tons]
Evaluation:	Structurally deficient [1]
Sufficiency rating:	48.2
Recommended work:	Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:	$453,000

1992 Inspection 

Status:	Open, no restriction [A]
Average daily traffic:	300 [as of 1991]
Deck condition:	Fair [5 out of 9]
Superstructure condition:	Satisfactory [6 out of 9]
Substructure condition:	Satisfactory [6 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:	34.7 tons [31.5 metric tons]
Inventory rating:	19.8 tons [18.0 metric tons]
Sufficiency rating:	58.0
Recommended work:	Bridge deck replacement with only incidental widening. [37]
Estimated cost of work:	$450,000

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