SR-9A (DAMES PT.) over ST.JOHNS RIV.& MILL COVE

Map 

Facts 

Name:	SR-9A (DAMES PT.) over ST.JOHNS RIV.& MILL COVE
Structure number:	720518
Location:	2.1 MI.S.OF HECKSCHER DR.
Purpose:	Carries highway over waterway
Route classification:	Principal Arterial - Other Freeways or Expressways (Urban) [12]
Length of largest span:	1299.9 ft. [396.2 m]
Total length:	10646.5 ft. [3244.9 m]
Roadway width between curbs:	86.9 ft. [26.5 m]
Deck width edge-to-edge:	105.6 ft. [32.2 m]
Vertical clearance below bridge:	174.9 ft. [53.3 m]
Owner:	State Highway Agency [01]
Year built:	1989
Historic significance:	Bridge is not eligible for the National Register of Historic Places [5]
Design load:	MS 18+Mod / HS 20+Mod [6]
Number of main spans:	3
Main spans material:	Prestressed concrete continuous [6]
Main spans design:	Stayed girder [14]
Deck type:	Concrete Cast-in-Place [1]
Wearing surface:	Bituminous [6]

2010 Inspection 

Status:	Open, no restriction [A]
Average daily traffic:	66,445 [as of 2008]
Truck traffic:	6% of total traffic
Deck condition:	Good [7 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]
Pier/abutment protection:	In place and functioning [2]
Scour condition:	Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Operating rating:	50.3 tons [45.7 metric tons]
Inventory rating:	36.0 tons [32.7 metric tons]
Sufficiency rating:	79.0
Recommended work:	Other structural work, including hydraulic replacements. [38]
Estimated cost of work:	$2,122,000

2000 Inspection 

Status:	Open, no restriction [A]
Average daily traffic:	43,484 [as of 1998]
Truck traffic:	15% of total traffic
Deck condition:	Good [7 out of 9]
Superstructure condition:	Good [7 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]
Pier/abutment protection:	In place and functioning [2]
Scour condition:	Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Operating rating:	49.8 tons [45.3 metric tons]
Inventory rating:	35.9 tons [32.6 metric tons]
Sufficiency rating:	79.0
Recommended work:	Other structural work, including hydraulic replacements. [38]
Estimated cost of work:	$2,122,000

1992 Inspection 

Status:	Open, no restriction [A]
Average daily traffic:	23,209 [as of 1990]
Truck traffic:	15% of total traffic
Deck condition:	Very Good [8 out of 9]
Superstructure condition:	Good [7 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]
Pier/abutment protection:	In place and functioning [2]
Scour condition:	Scour calculation/evaluation has not been made. [6]
Operating rating:	49.5 tons [45.0 metric tons]
Inventory rating:	35.6 tons [32.4 metric tons]
Sufficiency rating:	79.0

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