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:
'Canal ' (1) ·
'EL RIO (E-4) CANAL ' (1) ·
'EL RIO CANAL ' (1) ·
'I-4 EB Ramp B ' (1) ·
'IRRIGATION DITCH #4 ' (1) ·
'L-5 Canal ' (1) ·
'LATERAL CANAL C ' (1) ·
'LATERAL CANAL D ' (1) ·
'LATERAL CANAL D ' (1) ·
'LATERAL G CANAL ' (1) ·
'Little Haw Creek ' (1) ·
'RELIEF CANAL ' (1) ·
'Seaboard Coastline RR ' (1) ·
'SR 91 TPK & CANAL ' (1) ·
'Turkey Creek ' (1)
Critical 006b:
Facility 007:
'4TH STREET ' (1) ·
'74TH AVE. ' (1) ·
'90TH AVE ' (1) ·
'CAMINO GARDENS EB ' (1) ·
'CAMINO GARDENS WB ' (1) ·
'CARTER RD. ' (1) ·
'CR-619 82ND AVE. ' (1) ·
'CR-632 (65TH ST.) ' (1) ·
'Entrnce Rd to FDOT' (1) ·
'French Avenue ' (1) ·
'I-4 WB ' (1) ·
'Levee Road ' (1) ·
'LOWSON BOULEVARD ' (1) ·
'Old Daytona Rd ' (1) ·
'Old Samsula Dr ' (1) ·
'RDBGH RD 170.14 ' (1)
Number 008:
704019 (1) ·
790106 (1) ·
794006 (1) ·
794020 (1) ·
794065 (1) ·
880020 (1) ·
880040 (1) ·
884015 (1) ·
884016 (1) ·
884020 (1) ·
884022 (1) ·
884023 (1) ·
930802 (1) ·
930803 (1) ·
930804 (1) ·
935209 (1) ·
935210 (1) ·
935507 (1) ·
940060 (1)
Location 009:
'0.03Mi E of CYPRESS WAY ' (1) ·
'0.1Mi W of Marsh Road ' (1) ·
'0.2 MI W of CONGRESS AVE ' (1) ·
'0.3 mi North of Taylor Rd' (1) ·
'0.6 Mile West of US-27 ' (1) ·
'0.8MI E OF 58TH AVE. ' (1) ·
'1.1MI N OF SR-60 ' (1) ·
'14.8 Mi West of US-27 ' (1) ·
'2 miles West of US-17 ' (1) ·
'2.4MI S OF SR-60@90TH AVE' (1) ·
'2.6MI N OF SR-60 ' (1) ·
'3.4 MI S INDIAN RIVER CO ' (1) ·
'50ft. East of Fiske Blvd ' (1) ·
'6.0 Mi. West of US-27 ' (1) ·
'AT 4TH STREET ' (1) ·
'AT 74TH AVE. ' (1) ·
'I-4 WB over I-4 EB Ramp B' (1)
Latitude 016:
Longitude 017:
Owner 022:
Built 027:
Traffic 029:
Traffic Year 030: (Click arrow to add another value)
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 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:
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:
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