Drilldown: bridge data
From Indian River Lagoon Project
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Use the filters below to narrow your results.
ObjectID:
County 003:
Place 004:
Direction 005e:
Features 006a:
Critical 006b:
Facility 007:
'21ST ST SW ' (1) ·
'61ST./PECAN GROVE ' (1) ·
'CENTRL PK BL S WB' (1) ·
'CR-717 ' (1) ·
'GORDY ROAD ' (1) ·
'JUPITER ISLAND PK ' (1) ·
'SR-407 NB ' (1) ·
'SR91 NB TPK 86.69 ' (1) ·
'SR91 NB TPK 86.88 ' (1) ·
'SR91 SB OFF RP81.9' (1) ·
'SR91 SB ON RP 81.9' (1) ·
'SR91 SB TPK 86.85 ' (1) ·
'SR91 SB TPK 87.213' (1) ·
'Turnbull Bay Road ' (1)
Number 008:
700085 (1) ·
794022 (1) ·
884038 (1) ·
884047 (1) ·
930072 (1) ·
930429 (1) ·
930430 (1) ·
930431 (1) ·
930432 (1) ·
931007 (1) ·
931008 (1) ·
934126 (1) ·
934921 (1) ·
944010 (1)
Location 009:
'0.25 MI N OF ATLANTIC AVE' (1) ·
'0.5MI N OF JUPITER BCH RD' (1) ·
'0.8MI SOUTH OF SR-70 ' (1) ·
'1.9 MI WEST OF SR-715 ' (1) ·
'1.9 Miles West of US-1 ' (1) ·
'33FT E OF CR-611 43RD AVE' (1) ·
'6.2 MILES SOUTH OF SR-802' (1) ·
'AT CR-615 (66TH AVE.) ' (1) ·
'AT US-441 SR-7 ' (1) ·
'SR-407 NB at SR-528 WB ' (1)
Latitude 016:
Longitude 017:
Owner 022: (Click arrow to add another value)
Built 027:
Lanes 028a: (Click arrow to add another value)
Traffic 029:
Service On 042a:
Service Under 042b:
Kind 043a:
Type 043b:
Length 049:
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) ·
N/A (1) ·
No noticeable or noteworthy deficiencies which affect the condition of the channel. (1)
Culvert 062:
Inspect Date 090:
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) ·
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:
Clearance 116:
Showing below up to 14 results in range #1 to #14.
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