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: (Click arrow to add another value)
Features 006a:
'BRANCH OF ICWW ' (1) ·
'C-18 Canal ' (1) ·
'Canal ' (1) ·
'Canal 15 ' (1) ·
'CR-5A ' (1) ·
'Crane Creek ' (1) ·
'Crane Creek Canal L-7 ' (1) ·
'I-95 (SR-9) ' (1) ·
'Indian River IWW ' (1) ·
'JONES CREEK ' (1) ·
'Lake Worth Creek Canal ' (1) ·
'LOXAHATCHEE RIVER ' (1) ·
'SB I-95 To EB 706 ' (1) ·
'SIMS CREEK ' (1) ·
'SR 706 & I-95/SR706 Ramp' (1) ·
'SR 706 To NB I 95 ' (1) ·
'SR91 TPK (JUPITER INT) ' (1) ·
'SW FORK LOXAHATCHEE RVR ' (1)
Critical 006b:
Facility 007:
'CENTER STREET ' (1) ·
'CENTRAL BLVD ' (1) ·
'Dubber Road ' (1) ·
'Fountainhead Blvd.' (1) ·
'I-95 ' (1) ·
'John Rodes Blvd. ' (1) ·
'JUPITER BEACH RD ' (1) ·
'Loxahatchee Rvr Rd' (1) ·
'NB SR 5 (US-1) ' (1) ·
'Pinehurst Ave N ' (1) ·
'SB I 95 SR 9 Ramp ' (1) ·
'SB SR 5 (US-1) ' (1) ·
'SE ISLAND WAY ROAD' (1) ·
'SR91 NB TPK 116.3 ' (1) ·
'US-192 EB ' (1) ·
'US-192 WB ' (1) ·
'WB 706 To SB I-95 ' (1) ·
'WB SR706 to SB 95 ' (1) ·
'WB SR706 to SB I95' (1)
Number 008:
700156 (1) ·
700174 (1) ·
700181 (1) ·
704045 (1) ·
704188 (1) ·
705601 (1) ·
705603 (1) ·
894019 (1) ·
930376 (1) ·
930380 (1) ·
930385 (1) ·
930390 (1) ·
930392 (1) ·
930394 (1) ·
930541 (1) ·
930542 (1) ·
930543 (1) ·
930544 (1) ·
931012 (1) ·
934125 (1) ·
934146 (1) ·
934147 (1) ·
934179 (1)
Location 009:
'.25 mi N of SR 706 ' (1) ·
'.3 mi N of SR 706 ' (1) ·
'0.1 mi E of Wickham Road ' (1) ·
'0.25 Mile N of Center St.' (1) ·
'0.25 N of SR 706 ' (1) ·
'0.2MI E OF A1A ' (1) ·
'0.2MI E of LOXAHATCHEE RD' (1) ·
'0.3MI N of SR-706 ' (1) ·
'0.6MI NE OF INDIANTOWN RD' (1) ·
'0.8MI E of INDIANTOWN RD ' (1) ·
'0.9 mi N of Wickham Rd ' (1) ·
'03 mi N of SR 706 ' (1) ·
'1.35Mi N of US-192 ' (1) ·
'100 ft West of Ruffner Rd' (1) ·
'I 95 SR 706 interchange ' (1) ·
'I-95 / SR 706 interchange' (1) ·
'SR 706 to I 95 Ramp ' (1) ·
'SR 91 at Jupiter Interch ' (1) ·
'US-192 EB - Indian River ' (1) ·
'US-192 WB-Indian River ' (1) ·
I-95 NB and CR-5A (1)
Latitude 016:
26554560 (1) ·
26555790 (1) ·
26560606 (1) ·
26561100 (1) ·
26561248 (1) ·
26561490 (1) ·
26561515 (1) ·
26561812 (1) ·
26561862 (1) ·
26562145 (1) ·
26562633 (1) ·
26562955 (1) ·
26563116 (1) ·
26563147 (1) ·
26563620 (1) ·
26582879 (1) ·
28042875 (1) ·
28050237 (1) ·
28050339 (1) ·
28055660 (1) ·
28070604 (1) ·
28143333 (1) ·
28461701 (1)
Longitude 017:
80042000 (1) ·
80045783 (1) ·
80045820 (1) ·
80050309 (1) ·
80050346 (1) ·
80070561 (1) ·
80071243 (1) ·
80071860 (1) ·
80080218 (1) ·
80081246 (1) ·
80085370 (1) ·
80085830 (1) ·
80090063 (1) ·
80090390 (1) ·
80090683 (1) ·
80092080 (1) ·
80352939 (1) ·
80352988 (1) ·
80373635 (1) ·
80401763 (1) ·
80411355 (1) ·
80420110 (1) ·
80533778 (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:
Width 052:
Deck 058:
Superstructure 059:
Substructure 060:
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) ·
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) ·
No noticeable or noteworthy deficiencies which affect the condition of the channel. (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 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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