WATSON Rd over Branch of MARIAH Creek

Map 

Facts 

Name:	WATSON Rd over Branch of MARIAH Creek
Structure number:	4200224
Location:	0 975N-700E
Purpose:	Carries highway over waterway
Route classification:	Local (Rural) [09]
Length of largest span:	58.1 ft. [17.7 m]
Total length:	105.0 ft. [32.0 m]
Roadway width between curbs:	15.7 ft. [4.8 m]
Deck width edge-to-edge:	16.1 ft. [4.9 m]
Skew angle:	45°
Owner:	County Highway Agency [02]
Year built:	1925
Historic significance:	Bridge is possibly eligible for the National Register of Historic Places [3]
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:	Posted for load [P]
Average daily traffic:	130 [as of 2008]
Truck traffic:	2% of total traffic
Deck condition:	Satisfactory [6 out of 9]
Superstructure condition:	Fair [5 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:	Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Operating rating:	27.7 tons [25.2 metric tons]
Inventory rating:	17.8 tons [16.2 metric tons]
Evaluation:	Functionally obsolete [2]
Sufficiency rating:	50.0
Recommended work:	Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:	$559,000

2000 Inspection 

Status:	Posted for load [P]
Average daily traffic:	125 [as of 1998]
Truck traffic:	2% of total traffic
Deck condition:	Satisfactory [6 out of 9]
Superstructure condition:	Fair [5 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:	Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Operating rating:	28.7 tons [26.1 metric tons]
Inventory rating:	18.8 tons [17.1 metric tons]
Evaluation:	Functionally obsolete [2]
Sufficiency rating:	42.7
Recommended work:	Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:	$527,000

1992 Inspection 

Status:	Posted for load [P]
Average daily traffic:	100 [as of 1986]
Deck condition:	Good [7 out of 9]
Superstructure condition:	Fair [5 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:	14.9 tons [13.5 metric tons]
Inventory rating:	11.9 tons [10.8 metric tons]
Evaluation:	Structurally deficient [1]
Sufficiency rating:	33.6
Recommended work:	Other structural work, including hydraulic replacements. [38]
Estimated cost of work:	$3,000

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