Drilldown: bridge data
From Indian River Lagoon Project
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- Event (169)
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- definition (254)
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Use the filters below to narrow your results.
ObjectID:
County 003:
Place 004:
Direction 005e:
Features 006a:
'BRANCH OF INDIAN RIVER ' (1) ·
'C-51 Canal ' (1) ·
'E3 CANAL ' (1) ·
'FLORIDA TURNPIKE ' (1) ·
'HILLSBORO L-14 CANAL ' (1) ·
'KELLER CANAL ' (1) ·
'LATERAL A CANAL ' (1) ·
'LWDD E-4 (EL RIO) CANAL ' (1) ·
'PARK LATERAL CANAL ' (1) ·
'RETENTION POND ' (1) ·
'ROEBUCK CREEK ' (1) ·
'SFWMD C-15 CANAL ' (1) ·
'US-1 ' (1) ·
INDIAN RIVER (1)
Critical 006b:
Facility 007:
'101ST STREET ' (1) ·
'61ST./PECAN GROVE ' (1) ·
'BELVEDERE ROAD ' (1) ·
'BRANT DR/CARL BOTT' (1) ·
'BUCKSKIN TRAIL ' (1) ·
'CENTER DRIVE ' (1) ·
'DYER PARK ROAD ' (1) ·
'ISLAND RD. ' (1) ·
'LAKE IDA ROAD ' (1) ·
'NORTHLAKE BLVD(EB)' (1) ·
'NORTHLAKE BLVD(WB)' (1) ·
'NW 20TH ST. EB ' (1) ·
'NW 5TH STREET ' (1) ·
'OUSLEY FARMS ROAD ' (1) ·
'SR-405 EB ' (1) ·
'SR-405 WB ' (1) ·
NASA CAUSEWAY EB (1) ·
NASA CAUSEWAY WB (1)
Number 008:
700029 (1) ·
700116 (1) ·
703001 (1) ·
703002 (1) ·
884038 (1) ·
884063 (1) ·
894051 (1) ·
895501 (1) ·
930030 (1) ·
934140 (1) ·
934148 (1) ·
934149 (1) ·
934282 (1) ·
934299 (1) ·
934357 (1) ·
934420 (1) ·
934964 (1) ·
935501 (1)
Location 009:
'.2MI S of LINDELL BLVD ' (1) ·
'0.1MI W of HAVERHILL RD. ' (1) ·
'0.3MI W OF CR-507 ' (1) ·
'0.4 MI W of SR-7 (US-441)' (1) ·
'0.5 MILE WEST OF JOG RD ' (1) ·
'0.5MI W of N DIXIE HWY ' (1) ·
'1.1 MI E OF JOG ROAD ' (1) ·
'1.5MI W OF MILITARY TRAIL' (1) ·
'100FT Eof SEWALLS PT. RD.' (1) ·
'150ft. W of WILDWOOD DR ' (1) ·
'AT CR-615 (66TH AVE.) ' (1) ·
'At US-441 Southern Blvd ' (1) ·
'IN JOHN PRINCE PARK ' (1) ·
'SR-405 EB - US-1 ' (1) ·
'SR-405 WB - US-1 ' (1) ·
KENNEDY SPACE CENTER (1)
Latitude 016:
Longitude 017:
Owner 022:
Built 027: (Click arrow to add another value)
Traffic 029:
Service On 042a:
Service Under 042b:
Kind 043a:
Type 043b:
Length 049:
Width 052:
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 being eroded. River control devices and/or embankment have major damage. Trees and brush restrict the channel. (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) ·
N/A (1)
Inspect Date 090: (Click arrow to add another value)
Direction 102:
Deck Type 107:
Scour 113:
Bridge foundations determined to be stable for assessed or calculated scour condition. Scour is determined to be within the limits of footing or piles (Example B) by assessment (i.e.,bridge foundations are on rock formations that have been determined to resist scour within the service life of the bridge), by calculations or by installation of properly designed countermeasures (1) ·
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 not over waterway. (1)
Future 114:
Clearance 116:
Showing below up to 18 results in range #1 to #18.
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