Drilldown: bridge data
From Indian River Lagoon Project
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- Event (169)
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- Waterbody (27)
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- definition (254)
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Use the filters below to narrow your results.
ObjectID:
Status: (Click arrow to add another value)
County 003:
Place 004:
Direction 005e:
Features 006a:
'Belcher Canal (C-25) ' (1) ·
'BOLLES CANAL (L-21) ' (1) ·
'Canal C-47 ' (1) ·
'Canal C-48 ' (1) ·
'COLLIER CREEK ' (1) ·
'Crane Creek ' (1) ·
'ELKCAM WATERWAY ' (1) ·
'Halifax Canal Lateral ' (1) ·
'LWDD CANAL L-9 ' (1) ·
'LWDD L-7 CANAL ' (1) ·
'SFWMD C-15 CANAL ' (1) ·
'SR786 I95 I95 Ramps ' (1) ·
'Sweetwater Branch ' (1) ·
'TEN MILE CREEK ' (1) ·
'Tillman Canal ' (1) ·
'Tomoka River ' (1)
Critical 006b:
Facility 007:
'BARBER STREET ' (1) ·
'BRANT DR/CARL BOTT' (1) ·
'Caballero Ave ' (1) ·
'Dubber Road ' (1) ·
'Eldron Blvd ' (1) ·
'ELEVEN MILE ROAD ' (1) ·
'FLORESTA DR ' (1) ·
'Jackson Street ' (1) ·
'Kings Highway ' (1) ·
'PINETREE LANE ' (1) ·
'SR786 WB to SB I95' (1) ·
'Taylor Rd ' (1) ·
'US-27 (SR-25) ' (1) ·
'US-92 WB ' (1) ·
'WEST LAKE DRIVE ' (1)
Number 008:
705601 (1) ·
705907 (1) ·
705913 (1) ·
705916 (1) ·
790021 (1) ·
794010 (1) ·
796412 (1) ·
885602 (1) ·
885605 (1) ·
930342 (1) ·
930388 (1) ·
935501 (1) ·
936261 (1) ·
936263 (1) ·
940007 (1) ·
940038 (1) ·
944008 (1)
Location 009:
'.2MI S of LINDELL BLVD ' (1) ·
'0.04MI S OF FOREST HILL ' (1) ·
'0.2 mi East of SR-421 ' (1) ·
'0.2 mi S of Jupiter Blvd ' (1) ·
'0.5 mi N of Malabar Road ' (1) ·
'0.5MI Nof PT ST LUCIE BLD' (1) ·
'0.8 MI S OF SR-70 ' (1) ·
'1 MI S OF FOREST HILL BVD' (1) ·
'1.1MI N of CR 512 ' (1) ·
'1.5 Mi S of Malabar Rd. ' (1) ·
'1.5mi. N of SR-68 ' (1) ·
'100 ft West of Ruffner Rd' (1) ·
'150FT N OF JOYHAVEN DR ' (1) ·
'Canal View Blvd Intrsectn' (1) ·
'I 95 SR 786 Interchange ' (1) ·
'US-27 OVER BOLLES CANAL ' (1) ·
'US-92 WB-Tomoka River ' (1)
Latitude 016:
Longitude 017:
Owner 022:
Built 027:
Traffic 029:
Service On 042a:
Service Under 042b:
Kind 043a:
Type 043b:
Length 049:
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 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)
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 assessed or calculated scour conditions; field review indicates action is required to protect exposed foundations (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 is scour critical; bridge foundations determined to be unstable for assessed or calculated scour conditions: Scour within limits of footing or piles. Scour below spread-footing base or pile tips. (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 17 results in range #1 to #17.
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