Drilldown: bridge data
From Indian River Lagoon Project
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Use the filters below to narrow your results.
ObjectID:
County 003: (Click arrow to add another value)
Place 004:
Direction 005e:
Features 006a:
'C-18 Canal ' (1) ·
'C-51 Canal ' (1) ·
'Donald Ross Road ' (1) ·
'Drainage Canal ' (1) ·
'E-1 CANAL ' (1) ·
'HUNGRYLAND CANAL C-18 ' (1) ·
'I 95 SR 9 ' (1) ·
'I-95 (SR-9) ' (1) ·
'INTRACOASTAL WATERWAY ' (1) ·
'LWDD E-1 CANAL ' (1) ·
'LWDD E-3 CANAL ' (1) ·
'LWDD LATERAL 14 CANAL ' (1) ·
'SR 706 & I-95/SR706 Ramp' (1) ·
'SR 706 To NB I 95 ' (1) ·
'SR-706 Indiantown Rd. ' (1) ·
'SR-706 Indiantown Rd. ' (1) ·
'SR-91 (Fla. Turnpike) ' (1) ·
'SR-91 Fl. Tpk ' (1)
Critical 006b:
Facility 007:
'EB 706 To SB I-95 ' (1) ·
'EB SR-710 ' (1) ·
'Haverhill Rd ' (1) ·
'Hood Road ' (1) ·
'Indiantown Rd. ' (1) ·
'LAKERIDGE BLVD ' (1) ·
'LYONS ROAD ' (1) ·
'NB I 95 SR9 ' (1) ·
'NB I 95 SR 9 ' (1) ·
'NB I-95 ( SR-9 ) ' (1) ·
'PALMETTO PARK RD. ' (1) ·
'PALMETTO PARK ROAD' (1) ·
'S. VERDE TRAIL ' (1) ·
'SB I 95 SR9 ' (1) ·
'SB I 95 SR 9 ' (1) ·
'SB I 95 SR 9 Ramp ' (1) ·
'SB I-95 ( SR-9 ) ' (1) ·
'SR-710 ' (1) ·
'SR91 N/S TPK 115.5' (1) ·
'WB SR706 to SB 95 ' (1) ·
'WB SR706 to SB I95' (1)
Number 008:
930120 (1) ·
930121 (1) ·
930239 (1) ·
930371 (1) ·
930372 (1) ·
930374 (1) ·
930380 (1) ·
930382 (1) ·
930383 (1) ·
930384 (1) ·
930385 (1) ·
930386 (1) ·
930387 (1) ·
930390 (1) ·
930391 (1) ·
930394 (1) ·
930398 (1) ·
934295 (1) ·
934313 (1) ·
934903 (1) ·
934908 (1) ·
934924 (1) ·
934927 (1)
Location 009:
'.5 mi East of I-95 ' (1) ·
'0.2MI E OF US-441 (SR-7) ' (1) ·
'0.3 mile South of SR 706 ' (1) ·
'0.5mi East of SR-786 ' (1) ·
'0.8 MILE EAST OF US-1 ' (1) ·
'0.8MI N OF LANTANA ROAD ' (1) ·
'1.0MI SOUTH OF SR-706 ' (1) ·
'1.5 mile North of SR 786 ' (1) ·
'3 Miles West of SR-786 ' (1) ·
'At S Military Trail ' (1) ·
'I 95 SR 706 Interchange ' (1) ·
'I 95 SR706 interchange ' (1) ·
'I-95 / Donald Ross Rd ' (1) ·
'I-95 / SR 706 interchange' (1) ·
'Jupiter Interchange/I-95 ' (1) ·
'PALMETTO PK RD US-441 SR7' (1) ·
'S of Southrn/Haverhll Int' (1) ·
'South of Ramp to SR 706 ' (1) ·
'SR 706 to I 95 Ramp ' (1) ·
'Tpk. SR 706 Interchange ' (1) ·
'Tpk. / SR 706 Interchange' (1)
Latitude 016:
25564070 (1) ·
26205893 (1) ·
26210242 (1) ·
26212624 (1) ·
26235178 (1) ·
26360809 (1) ·
26403896 (1) ·
26500886 (1) ·
26515340 (1) ·
26521995 (1) ·
26525862 (1) ·
26525996 (1) ·
26554196 (1) ·
26554560 (1) ·
26554700 (1) ·
26554800 (1) ·
26560311 (1) ·
26560369 (1) ·
26560443 (1) ·
26560450 (1) ·
26560606 (1) ·
26561100 (1) ·
26561248 (1)
Longitude 017:
80043210 (1) ·
80070400 (1) ·
80071317 (1) ·
80074066 (1) ·
80074402 (1) ·
80074514 (1) ·
80083165 (1) ·
80085370 (1) ·
80085515 (1) ·
80085650 (1) ·
80085830 (1) ·
80085950 (1) ·
80090063 (1) ·
80090130 (1) ·
80090356 (1) ·
80090683 (1) ·
80091289 (1) ·
80112200 (1) ·
80112928 (1) ·
80120027 (1) ·
80121038 (1) ·
80144509 (1) ·
80901477 (1)
Owner 022:
Built 027: (Click arrow to add another value)
Traffic 029:
Service On 042a:
Service Under 042b:
Kind 043a:
Type 043b:
Length 049:
Width 052:
Deck 058:
Superstructure 059:
Substructure 060:
Channel 061:
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:
Deterioration or initial disintegration, minor chloride contamination, cracking with some leaching, or spalls on concrete or masonry walls and slabs. Local minor scouring at curtain walls, wingwalls or pipes. Metal culverts have a smooth curvature, non-symmetrical shape, significant corrosion or moderate pitting. (1) ·
N/A (1)
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 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)
Future 114:
Clearance 116:
Showing below up to 23 results in range #1 to #23.
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