Drilldown: bridge data
From Indian River Lagoon Project
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- Event (169)
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- Waterbody (27)
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- bridge data (1468)
- definition (254)
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Use the filters below to narrow your results.
ObjectID:
County 003:
Place 004: (Click arrow to add another value)
Direction 005e:
Features 006a:
'C-37 Canal ' (1) ·
'Canal C-46 ' (1) ·
'Canal C-47 ' (1) ·
'Canal C-48 ' (1) ·
'Drainage Ditch ' (1) ·
'F.E.C. Railroad ' (1) ·
'I-95 ' (1) ·
'Melb Tillman Canal 37 ' (1) ·
'Melbourne Tillman Canal ' (1) ·
'Melbourne-Tillman Canal ' (1) ·
'Tillman Canal ' (1) ·
'Turkey Creek ' (1) ·
Sawgrass Creek (1) ·
St Johns River (1) ·
St Johns River Relief (1) ·
St. Johns River (1)
Critical 006b:
Facility 007:
'Americana Blvd. ' (1) ·
'Aviation Ave. ' (1) ·
'Brittan Avenue ' (1) ·
'Caballero Ave ' (1) ·
'CR-516 ' (1) ·
'Eldron Blvd ' (1) ·
'Eldron Blvd. ' (1) ·
'Emerson Drive ' (1) ·
'Jupiter Blvd. ' (1) ·
'Malabar Rd ' (1) ·
'Minton Rd. ' (1) ·
'Minton Road CR-509' (1) ·
'Palm Bay Library ' (1) ·
'Port Malabar Bl EB' (1) ·
'Robt J Conla Bl EB' (1) ·
'Robt J Conla Bl WB' (1) ·
'SR-507 NB ' (1) ·
'Willowood Drive ' (1) ·
US-192 EB (1) ·
US-192 WB (1)
Number 008:
700185 (1) ·
700188 (1) ·
700212 (1) ·
700213 (1) ·
700214 (1) ·
700215 (1) ·
704032 (1) ·
704075 (1) ·
704143 (1) ·
704150 (1) ·
704151 (1) ·
704256 (1) ·
705906 (1) ·
705907 (1) ·
705908 (1) ·
705909 (1) ·
705910 (1) ·
705913 (1) ·
705914 (1) ·
705915 (1) ·
705916 (1) ·
705917 (1) ·
705918 (1) ·
705953 (1)
Location 009:
'.21 E of Minton Rd. ' (1) ·
'0.1 mi E of Minton Rd ' (1) ·
'0.2 mi S of Cocoa Street ' (1) ·
'0.2 mi S of Jupiter Blvd ' (1) ·
'0.5 mi N of Malabar Rd. ' (1) ·
'0.5 mi N of Malabar Road ' (1) ·
'1 mi N of Malabar Road ' (1) ·
'1 mi North of Malabar Rd ' (1) ·
'1.0Mi. S of Malabar Rd NE' (1) ·
'1.35 mi North of SR-516 ' (1) ·
'1.5 Mi S of Malabar Rd. ' (1) ·
'1.6 miles East of SR-507 ' (1) ·
'100 ft E of Minton Road ' (1) ·
'10ft. E of Minton Road ' (1) ·
'2.0Mi. S of Malabar Rd NE' (1) ·
'2.4 mi S of SR-9 ' (1) ·
'CR-516 over I-95 ' (1) ·
'Minton Road-I-95 ' (1) ·
'SR-507 NB - Tillman Canal' (1) ·
US-192 EB-St Johns Relief (1) ·
US-192 EB-St Johns River (1) ·
US-192 WB - Sawgrass Cr. (1) ·
US-192 WB- St Johns River (1)
Latitude 016:
27581117 (1) ·
27583729 (1) ·
27583761 (1) ·
27590343 (1) ·
27590359 (1) ·
27594683 (1) ·
27595668 (1) ·
28002252 (1) ·
28002288 (1) ·
28003971 (1) ·
28004740 (1) ·
28004758 (1) ·
28004888 (1) ·
28004932 (1) ·
28010115 (1) ·
28020728 (1) ·
28025656 (1) ·
28030000 (1) ·
28031126 (1) ·
28031144 (1) ·
28050471 (1) ·
28050547 (1) ·
28052963 (1) ·
28053134 (1)
Longitude 017:
80353497 (1) ·
80353508 (1) ·
80354573 (1) ·
80371970 (1) ·
80384417 (1) ·
80392393 (1) ·
80393940 (1) ·
80394165 (1) ·
80394182 (1) ·
80394642 (1) ·
80400209 (1) ·
80400400 (1) ·
80400429 (1) ·
80401484 (1) ·
80401656 (1) ·
80401747 (1) ·
80401795 (1) ·
80401800 (1) ·
80401977 (1) ·
80414817 (1) ·
80450403 (1) ·
80450449 (1) ·
80454978 (1) ·
80494825 (1)
Owner 022:
Built 027:
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 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) ·
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 assessed or calculated scour condition. Scour is determined to be within the limits of footing or piles by assessment, by calculations or by installation of properly designed countermeasures (1) ·
Bridge foundations determined to be stable for assessed or calculated scour condition. Scour is determined to be within the limits of footing or piles by assessment, by calculations 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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