Drilldown: bridge data
From Indian River Lagoon Project
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ObjectID:
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Date: (Click arrow to add another value)
County 003:
Place 004:
None (1) ·
58725 (1) ·
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Route 005d:
Features 006a:
'BRANCH OF ICWW ' (1) ·
'C STANLEY WEAVER CANAL ' (1) ·
'Canal ' (1) ·
'Cnl.Trib. to Turnbull Ck' (1) ·
'EL RIO CANAL ' (1) ·
'I 95 SR 9 ' (1) ·
'I-95 ' (1) ·
'ICWW ' (1) ·
'Intracoastal Waterway ' (1) ·
'Intracoastal Waterway ' (1) ·
'Kings Road ' (1) ·
'L-5 Canal ' (1) ·
'Lateral Canal A ' (1) ·
'LOXAHATCHEE RIV NW FORK ' (1) ·
'LWDD E-1 CANAL ' (1) ·
'M-2 CANAL ' (1) ·
'MAIN RELIEF CANAL ' (1) ·
'OKEECHOBEE BLVD ' (1) ·
'ORANGE CANAL ' (1) ·
'ROEBUCK CREEK ' (1) ·
'SCOTTS CANAL ' (1) ·
'SR 794 Yamato Rd ' (1) ·
'SR-524 ' (1) ·
'SR-91 (Florida Turnpike)' (1) ·
'St Johns River ' (1) ·
'Sweetwater Creek ' (1) ·
'Sykes Creek ' (1) ·
'Trib To Turnbull Creek ' (1) ·
'WARNER CREEK ' (1) ·
'Young Canal ' (1)
Critical 006b:
Facility 007:
'AUSTRALIAN AVE NB ' (1) ·
'AUSTRALIAN AVE SB ' (1) ·
'CAMINO REAL ' (1) ·
'Clint Moore Road ' (1) ·
'CR-611 43RD AVE. ' (1) ·
'CR-726 CITRUS BLVD' (1) ·
'EB SR 802 Lake Ave' (1) ·
'HAGEN RANCH ROAD ' (1) ·
'Hurley Blvd ' (1) ·
'I 95 NB ' (1) ·
'I 95 SB ' (1) ·
'ISLAND WAY ' (1) ·
'JUPITER ISLAND PK ' (1) ·
'KIMBERLY BLVD. WB ' (1) ·
'LOCKS ROAD ' (1) ·
'LPGA Blvd ' (1) ·
'MONET ROAD ' (1) ·
'NB US-27 SR-25 ' (1) ·
'OKEECHOBEE BLVD. ' (1) ·
'Port St. Lucie Bld' (1) ·
'SR-407 ' (1) ·
'SR-421 ' (1) ·
'SR-520 ' (1) ·
'SR-528 ' (1) ·
'SR-528 EB ' (1) ·
'SR-60 ' (1) ·
'TROPICALIA AVE. ' (1) ·
'WB SR 802 Lake Ave' (1) ·
'Williams Road ' (1)
Number 008:
700084 (1) ·
700090 (1) ·
700153 (1) ·
700193 (1) ·
700216 (1) ·
705919 (1) ·
790171 (1) ·
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940142 (1)
Location 009:
'0.1MI W OF SEM PRATT WHIT' (1) ·
'0.25 W of Turnbull Bay Rd' (1) ·
'0.2Mi E of CR-723 ' (1) ·
'0.2MI E OF PROSPERITY FM ' (1) ·
'0.2MI E OF US-441 (SR-7) ' (1) ·
'0.4 MI W of US-1 ' (1) ·
'0.5MI EAST OF I-95 ' (1) ·
'0.5MI N OF JUPITER BCH RD' (1) ·
'0.5Mi N of PLMBCH CO LINE' (1) ·
'0.5Mi W of SR-76 ' (1) ·
'0.6 MILE WEST OF US-1 ' (1) ·
'0.6Mi. W of SR-A1A ' (1) ·
'0.75 mi. E. of I-95 ' (1) ·
'0.8MI N OF BOYNTON BCH BD' (1) ·
'0.9 mile North of CR-40A ' (1) ·
'1 mi S of Malabar Rd ' (1) ·
'1 mile N of SR 794 Yamato' (1) ·
'2.2 Mi East of SR-528 ' (1) ·
'2.9 Mi East of SR-528 ' (1) ·
'250ft North of SR-60 ' (1) ·
'5.8Mi. E of SR-710 ' (1) ·
'Just North of Exit 48 ' (1) ·
'Just South of Exit 48 ' (1) ·
'Lake Ave / ICWW ' (1) ·
'Lake Ave. / ICWW ' (1) ·
'LPGA Blvd. at I-95 ' (1) ·
'Palm Beach - Broward Line' (1) ·
'Port St Lucie / FL TPK. ' (1) ·
'SR-520 - Sykes Creek ' (1) ·
'SR-528 WB-St Johns River ' (1) ·
'SR-60 East of 66 Ave ' (1)
Latitude 016:
26200920 (1) ·
26203857 (1) ·
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29131187 (1)
Longitude 017:
80022882 (1) ·
80024618 (1) ·
80035653 (1) ·
80035730 (1) ·
80040825 (1) ·
80041914 (1) ·
80052390 (1) ·
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80404702 (1) ·
80424640 (1) ·
80454886 (1) ·
80505570 (1) ·
80512324 (1) ·
80534993 (1) ·
80574874 (1) ·
80575726 (1) ·
81012996 (1) ·
81061122 (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 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) ·
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 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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