Drilldown: bridge data
From Indian River Lagoon Project
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ObjectID:
12119 (1) ·
12128 (1) ·
12131 (1) ·
12149 (1) ·
12174 (1) ·
12177 (1) ·
12182 (1) ·
12202 (1) ·
12216 (1) ·
13703 (1) ·
13754 (1) ·
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13810 (1) ·
15127 (1) ·
15149 (1) ·
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19632 (1)
County 003:
Place 004:
Route 005d:
Direction 005e:
Features 006a:
'Banana River ' (1) ·
'CANAL ' (1) ·
'Canal - D ' (1) ·
'Daytona Canal ' (1) ·
'Halifax River ' (1) ·
'I-95 ' (1) ·
'Indian River ' (1) ·
'Indian River Relief ' (1) ·
'Intracoastal Waterway ' (1) ·
'JOANN CANAL ' (1) ·
'LATERAL A CANAL ' (1) ·
'Samsula Canal ' (1) ·
'Sebastian Inlet ' (1) ·
'SEBASTIAN RIVER PRONG ' (1) ·
'Service Rd & Canal ' (1) ·
'St. Johns River ' (1) ·
'Turnbull Creek ' (1) ·
'Yacht Club Cut ' (1) ·
INDIAN RIVER (1)
Critical 006b:
Facility 007:
'61ST./PECAN GROVE ' (1) ·
'Babcock St(CR-507)' (1) ·
'Ballough Street ' (1) ·
'CR-505 ROSELAND RD' (1) ·
'CR-508 (69TH ST.) ' (1) ·
'CR-510 WABASSO RD ' (1) ·
'Fifth Street ' (1) ·
'Highbridge Road ' (1) ·
'Hunting Camp Road ' (1) ·
'ISLAND DRIVE ' (1) ·
'Main Street ' (1) ·
'Samsula Drive ' (1) ·
'Service Road ' (1) ·
'SR-401 SB ' (1) ·
'SR-404 EB ' (1) ·
'SR-404 WB ' (1) ·
'SR-50 EB ' (1) ·
'SR-50 WB ' (1) ·
'SR-528 ' (1) ·
'SR-528 WB ' (1) ·
'SR-A1A ' (1) ·
'US-1 (SR-5) ' (1) ·
'US-1 NB ' (1) ·
'US-98 (SR-80) ' (1) ·
NASA CAUSEWAY EB (1) ·
NASA CAUSEWAY WB (1)
Number 008:
700013 (1) ·
700028 (1) ·
700031 (1) ·
700077 (1) ·
700107 (1) ·
700110 (1) ·
700115 (1) ·
700143 (1) ·
700160 (1) ·
703001 (1) ·
703002 (1) ·
704048 (1) ·
790086 (1) ·
794004 (1) ·
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935506 (1)
Location 009:
'.3 mi South of Mason Ave ' (1) ·
'0.03 MI W OF ANDREWS AVE ' (1) ·
'0.1mi E of Riverside Dr ' (1) ·
'0.2 mile East of US-1 ' (1) ·
'0.3 Mile West of SR-A1A ' (1) ·
'0.5 Mi W of SR-A1A ' (1) ·
'0.7MI W OF SR-401 ' (1) ·
'1 Mile South of SR-786 ' (1) ·
'1.0 mi. S of SR-44 ' (1) ·
'1.0MI E OF BANANA RIV DR ' (1) ·
'1.1MI Wof CR-615(66th St)' (1) ·
'1.3 miles South of SR-44 ' (1) ·
'1.7MI N OF CR-512 ' (1) ·
'3.6 Miles West Of US-1 ' (1) ·
'4 miles west of SR 7 ' (1) ·
'6.2 Miles N of SR-510 ' (1) ·
'AT CR-615 (66TH AVE.) ' (1) ·
'Babcock Street over I-95 ' (1) ·
'CR-615 (66TH AVE.) ' (1) ·
'SR-401 SB - Barge Canal ' (1) ·
'SR-404 EB - Indian River ' (1) ·
'SR-404 WB - Indian River ' (1) ·
'SR-50 EB -St Johns River ' (1) ·
'SR-50 WB -St Johns River ' (1) ·
'SR-528 WB - Indian River ' (1) ·
'US-1 NB - Turnbull Creek ' (1) ·
KENNEDY SPACE CENTER (1)
Latitude 016:
26281369 (1) ·
26405778 (1) ·
26495569 (1) ·
27421622 (1) ·
27430923 (1) ·
27431010 (1) ·
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28313826 (1) ·
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29004760 (1) ·
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29133119 (1) ·
29243110 (1)
Longitude 017:
80033398 (1) ·
80033671 (1) ·
80162947 (1) ·
80265430 (1) ·
80274275 (1) ·
80274430 (1) ·
80285095 (1) ·
80294169 (1) ·
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80375690 (1) ·
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80390039 (1) ·
80390071 (1) ·
80440519 (1) ·
80454983 (1) ·
80480991 (1) ·
80513571 (1) ·
80545465 (1) ·
80555809 (1) ·
80555859 (1) ·
81010394 (1) ·
81012374 (1) ·
81022736 (1) ·
81025853 (1) ·
81060320 (1)
Owner 022:
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: (Click arrow to add another value)
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 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:
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