ACCESS ROAD over SOUTH CANADIAN RIVER

Map 

Facts 

Name:	ACCESS ROAD over SOUTH CANADIAN RIVER
Structure number:	CEPSWANM-000001
Location:	32 MI NW OF TUCUMCARI, NM
Purpose:	Carries highway over waterway
Route classification:	Local (Rural) [09]
Length of largest span:	69.9 ft. [21.3 m]
Total length:	350.1 ft. [106.7 m]
Roadway width between curbs:	18.0 ft. [5.5 m]
Deck width edge-to-edge:	25.3 ft. [7.7 m]
Owner:	Corps of Engineers (Civil) [70]
Year built:	1940
Historic significance:	Historical significance is not determinable at this time [4]
Number of main spans:	5
Main spans material:	Concrete [1]
Main spans design:	Arch - Deck [11]
Deck type:	Concrete Cast-in-Place [1]
Wearing surface:	Epoxy Overlay [5]

2010 Inspection 

Status:	Posted for load [P]
Average daily traffic:	150 [as of 2009]
Truck traffic:	20% of total traffic
Deck condition:	Fair [5 out of 9]
Superstructure condition:	Fair [5 out of 9]
Substructure condition:	Fair [5 out of 9]
Scour condition:	Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:	16.7 tons [15.2 metric tons]
Inventory rating:	12.9 tons [11.7 metric tons]
Evaluation:	Functionally obsolete [2]
Sufficiency rating:	33.6
Recommended work:	Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:	$1,068,000

2000 Inspection 

Status:	Posted for load [P]
Average daily traffic:	150 [as of 1997]
Truck traffic:	20% of total traffic
Deck condition:	Fair [5 out of 9]
Superstructure condition:	Fair [5 out of 9]
Substructure condition:	Fair [5 out of 9]
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:	36.0 tons [32.7 metric tons]
Inventory rating:	21.6 tons [19.6 metric tons]
Evaluation:	Functionally obsolete [2]
Sufficiency rating:	49.9
Recommended work:	Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:	$6,870,000

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