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:
'Australian Ave and Canal' (1) ·
'Australian Avenue ' (1) ·
'Belvedere Rd to SB I-95 ' (1) ·
'C-51 Canal ' (1) ·
'C-52 Canal ' (1) ·
'Canal ' (1) ·
'CORAL GARDENS OUTFALL ' (1) ·
'Drainage Canal ' (1) ·
'E-3 CANAL ' (1) ·
'LWDD E- 2W CANAL ' (1) ·
'LWDD E-1 CANAL ' (1) ·
'LWDD E-2E Canal ' (1) ·
'LWDD E-2W CANAL ' (1) ·
'Rowland Canal ' (1) ·
'Sebastian Canal ' (1) ·
'SFC DIST CANAL NO 1 ' (1) ·
'ST LUCIE CANAL ' (1) ·
'WILLOUGHBY CREEK ' (1) ·
Sawgrass Creek (1) ·
St Johns River (1) ·
St Johns River Relief (1) ·
St. Johns River (1)
Critical 006b:
Facility 007:
'Babcock Street ' (1) ·
'BISCAYNE DRIVE ' (1) ·
'CLINT MOORE RD EB ' (1) ·
'CLINT MOORE RD WB ' (1) ·
'CLINT MOORE RD. EB' (1) ·
'CLINT MOORE RD. WB' (1) ·
'CR-76A ' (1) ·
'HARRIS RD ' (1) ·
'HURON WAY ' (1) ·
'I 95 to PBIA Ramp ' (1) ·
'NEW ENGLAND BLVD ' (1) ·
'NORFOLK BLVD. ' (1) ·
'Old Dixie Highway ' (1) ·
'PBIA to I-95 Ramp ' (1) ·
'SB I 95 to SR 80 ' (1) ·
'SE ST LUCIE BLVD ' (1) ·
'Service Road ' (1) ·
'SR-60 EB ' (1) ·
'West Farms Road ' (1) ·
US-192 EB (1) ·
US-192 WB (1)
Number 008:
700212 (1) ·
700213 (1) ·
700214 (1) ·
700215 (1) ·
704042 (1) ·
794123 (1) ·
794124 (1) ·
880091 (1) ·
890093 (1) ·
890102 (1) ·
894047 (1) ·
894048 (1) ·
894056 (1) ·
930477 (1) ·
930479 (1) ·
930480 (1) ·
934515 (1) ·
934517 (1) ·
934904 (1) ·
934966 (1) ·
934967 (1) ·
934968 (1) ·
934969 (1) ·
935750 (1)
Location 009:
'0.1Mi E of ONTARIO DRIVE ' (1) ·
'0.1MI E OF US-441 SR-7 ' (1) ·
'0.1MI. E of KANNER HWY ' (1) ·
'0.3 mile North of SR 80 ' (1) ·
'0.4 mi N. of SR-80 ' (1) ·
'0.5 MI W OF HAVERHILL RD ' (1) ·
'1.0 Mile West of SR-710 ' (1) ·
'1.5 Mile West of SR-76 ' (1) ·
'1.9 Mi E of US-441 ' (1) ·
'1.9 Mile E of US441 ' (1) ·
'1.9 Miles East of US-441 ' (1) ·
'1/2MI S of INDIAN ST. ' (1) ·
'2Mi. West of CR-512 ' (1) ·
'4.3 mi S of Wltr Brdmn Ln' (1) ·
'4.5 mi S of Wltr Brdmn Ln' (1) ·
'8 mi South of Malabar Rd ' (1) ·
'AT TEDDAR ROAD ' (1) ·
'PBIA/I-95 Interchange ' (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:
26232019 (1) ·
26243156 (1) ·
26243157 (1) ·
26243219 (1) ·
26243226 (1) ·
26373441 (1) ·
26405302 (1) ·
26410978 (1) ·
26411352 (1) ·
26411700 (1) ·
26423844 (1) ·
27011700 (1) ·
27051685 (1) ·
27085780 (1) ·
27090600 (1) ·
27101012 (1) ·
27382573 (1) ·
27531888 (1) ·
28050471 (1) ·
28050547 (1) ·
28052963 (1) ·
28053134 (1) ·
29210415 (1) ·
29211227 (1)
Longitude 017:
80041281 (1) ·
80042465 (1) ·
80042805 (1) ·
80074708 (1) ·
80101532 (1) ·
80101536 (1) ·
80101850 (1) ·
80101852 (1) ·
80102658 (1) ·
80120012 (1) ·
80121176 (1) ·
80142587 (1) ·
80142967 (1) ·
80180707 (1) ·
80285590 (1) ·
80372083 (1) ·
80403784 (1) ·
80413113 (1) ·
80450403 (1) ·
80450449 (1) ·
80454978 (1) ·
80494825 (1) ·
81055781 (1) ·
81060905 (1)
Owner 022:
Built 027: (Click arrow to add another value)
Lanes 028a: (Click arrow to add another value)
Traffic 029:
Service On 042a:
Service Under 042b:
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) ·
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:
Rebuilt 106:
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 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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