Drilldown: bridge data
From Indian River Lagoon Project
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ObjectID:
County 003:
Place 004:
Direction 005e:
Features 006a:
Critical 006b:
Facility 007:
'101ST STREET ' (1) ·
'109TH STREET ' (1) ·
'53RD STREET ' (1) ·
'65TH ST. ' (1) ·
'97 TH STREET ' (1) ·
'BRITT RD ' (1) ·
'ISLAND RD. ' (1) ·
'Levee Road ' (1) ·
'MISSION HILL ROAD ' (1) ·
'S. LAKE DRIVE ' (1) ·
'Service Road ' (1) ·
'SIMARA STREET ' (1) ·
'ST LUCIE BLVD ' (1) ·
'SW GREENRIDGE LANE' (1)
Number 008:
880049 (1) ·
884003 (1) ·
884036 (1) ·
884063 (1) ·
884064 (1) ·
894000 (1) ·
894014 (1) ·
894049 (1) ·
895501 (1) ·
895505 (1) ·
930805 (1) ·
934517 (1) ·
935303 (1) ·
935305 (1)
Location 009:
'0.25MI E OF SEWALLS PT RD' (1) ·
'0.3MI W OF CR-507 ' (1) ·
'0.3MI WEST OF CR-507 ' (1) ·
'0.4 mi N. of SR-80 ' (1) ·
'0.4MI NE OF A1A ' (1) ·
'0.6MI S of SW96 ST(CR76A)' (1) ·
'100FT E OF SOUTH LAKE DR ' (1) ·
'100FT Eof SEWALLS PT. RD.' (1) ·
'1Mi W of US-1 ' (1) ·
'200FT N of NW 22ND STR ' (1) ·
'25FT. EAST OF 66TH AVE. ' (1) ·
'300FT East of CR-717 ' (1) ·
'AT 141st ST ' (1) ·
'AT CR-615 (66TH AVE.) ' (1)
Latitude 016:
Longitude 017:
Owner 022:
Built 027:
Traffic 029:
Traffic Year 030:
Service On 042a:
Service Under 042b:
Kind 043a:
Type 043b:
Width 052: (Click arrow to add another value)
Deck 058:
Superstructure 059:
Substructure 060:
Channel 061:
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. (1) ·
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. (1) ·
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. (1)
Culvert 062:
Direction 102:
Deck Type 107:
Scour 113:
Bridge foundations determined to be stable for the assessed or calculated scour condition. Scour is determined to be above top of footing (Example A) by assessment (i.e., bridge foundations are on rock formations that have been determined to resist scour within the service life of the bridge4), by calculation or by installation of properly designed countermeasures (1) ·
Bridge with "unknown" foundation that has not been evaluated for scour. Until risk can be determined, a plan of action should be developed and implemented to reduce the risk to users from abridge failure during and immediately after a flood event. (1)
Future 114:
Future Year 115: (Click arrow to add another value)
Clearance 116:
Showing below up to 14 results in range #1 to #14.
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