S.H. 199 over WASHITA RIVER

Map 

Facts 

Name:	S.H. 199 over WASHITA RIVER
Structure number:	124850000000000
Location:	4.0 MI W JCT SH78
Purpose:	Carries highway over waterway
Route classification:	Major Collector (Rural) [07]
Length of largest span:	212.0 ft. [64.6 m]
Total length:	538.1 ft. [164.0 m]
Roadway width between curbs:	22.3 ft. [6.8 m]
Deck width edge-to-edge:	23.0 ft. [7.0 m]
Vertical clearance above deck:	15.1 ft. [4.6 m]
Owner:	State Highway Agency [01]
Year built:	1950
Historic significance:	Bridge is not eligible for the National Register of Historic Places [5]
Design load:	M 13.5 / H 15 [2]
Number of main spans:	4
Main spans material:	Steel [3]
Main spans 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:	950 [as of 2008]
Truck traffic:	12% of total traffic
Deck condition:	Fair [5 out of 9]
Superstructure condition:	Fair [5 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 the assessed or calculated scour condition. [8]
Operating rating:	14.0 tons [12.7 metric tons]
Inventory rating:	7.7 tons [7.0 metric tons]
Evaluation:	Structurally deficient [1]
Sufficiency rating:	11.3
Recommended work:	Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:	$3,429,000

2000 Inspection 

Status:	Posted for load [P]
Average daily traffic:	710 [as of 1999]
Truck traffic:	7% of total traffic
Deck condition:	Fair [5 out of 9]
Superstructure condition:	Satisfactory [6 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:	Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:	19.8 tons [18.0 metric tons]
Inventory rating:	18.6 tons [16.9 metric tons]
Sufficiency rating:	48.6
Recommended work:	Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:	$2,706,000

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