JOPPA ROAD WEST over WARNER RIVER

Map 

Facts 

Name:	JOPPA ROAD WEST over WARNER RIVER
Structure number:	026301910012200
Location:	.08 MI FROM NH RTE 103
Purpose:	Carries highway over waterway
Route classification:	Local (Rural) [09]
Length of largest span:	71.9 ft. [21.9 m]
Total length:	76.1 ft. [23.2 m]
Roadway width between curbs:	12.8 ft. [3.9 m]
Deck width edge-to-edge:	14.1 ft. [4.3 m]
Vertical clearance above deck:	10.8 ft. [3.3 m]
Owner:	City or Municipal Highway Agency [04]
Year built:	1853
Year reconstructed:	1963
Historic significance:	Bridge is eligible for the National Register of Historic Places [2]
Main span material:	Wood or timber [7]
Main span design:	Truss - Thru [10]
Deck type:	Wood or Timber [8]
Wearing surface:	Wood or Timber [7]

2010 Inspection 

Status:	Posted for load [P]
Average daily traffic:	160 [as of 2007]
Truck traffic:	4% of total traffic
Deck condition:	Satisfactory [6 out of 9]
Superstructure condition:	Fair [5 out of 9]
Substructure condition:	Satisfactory [6 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]
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:	5.9 tons [5.4 metric tons]
Inventory rating:	4.0 tons [3.6 metric tons]
Evaluation:	Structurally deficient [1]
Sufficiency rating:	12.8
Recommended work:	Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:	$2,500,000

2000 Inspection 

Status:	Posted for load [P]
Average daily traffic:	120 [as of 1994]
Truck traffic:	4% of total traffic
Deck condition:	Satisfactory [6 out of 9]
Superstructure condition:	Fair [5 out of 9]
Substructure condition:	Satisfactory [6 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:	5.9 tons [5.4 metric tons]
Inventory rating:	4.0 tons [3.6 metric tons]
Evaluation:	Structurally deficient [1]
Sufficiency rating:	13.6
Recommended work:	Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:	$1,000

1992 Inspection 

Status:	Posted for load [P]
Average daily traffic:	100 [as of 1984]
Deck condition:	Satisfactory [6 out of 9]
Superstructure condition:	Fair [5 out of 9]
Substructure condition:	Satisfactory [6 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:	Scour calculation/evaluation has not been made. [6]
Operating rating:	7.5 tons [6.8 metric tons]
Inventory rating:	5.0 tons [4.5 metric tons]
Evaluation:	Structurally deficient [1]
Sufficiency rating:	17.4
Recommended work:	Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:	$544,000

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