Drilldown: bridge data
From Indian River Lagoon Project
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County 003:
Place 004:
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Route 005d:
Direction 005e:
Features 006a:
'Banana River Drive ' (1) ·
'Banana River Relief ' (1) ·
'BRANCH OF ICWW ' (1) ·
'C STANLEY WEAVER CANAL ' (1) ·
'CLEAR LAKE ' (1) ·
'COLLIER CREEK ' (1) ·
'CR-515 & Indian River ' (1) ·
'EL RIO CANAL ' (1) ·
'ELKCAM WATERWAY ' (1) ·
'I-95 ' (1) ·
'ICWW ' (1) ·
'Indian River ' (1) ·
'Intracoastal Waterway ' (1) ·
'L-5 Canal ' (1) ·
'LK OSBORNE DR& CENTER DR' (1) ·
'LOXAHATCHEE RIV NW FORK ' (1) ·
'M-2 CANAL ' (1) ·
'MAIN RELIEF CANAL ' (1) ·
'POPPELTON CREEK ' (1) ·
'ROEBUCK CREEK ' (1) ·
'S Fork St. Lucie River ' (1) ·
'SCOTTS CANAL ' (1) ·
'SR-3 ' (1) ·
'SR-91 (Florida Turnpike)' (1) ·
'Sykes Creek ' (1) ·
'Tillman Canal ' (1) ·
'US-1 & FECRR ' (1) ·
'WARNER CREEK ' (1)
Critical 006b:
Facility 007:
'6TH AVE SO. EB ' (1) ·
'AUSTRALIAN AVE NB ' (1) ·
'AUSTRALIAN AVE SB ' (1) ·
'Aviation Ave. ' (1) ·
'BARBER STREET ' (1) ·
'CAMINO REAL ' (1) ·
'CR-611 43RD AVE. ' (1) ·
'CR714 PALM CITY RD' (1) ·
'EB Martin Downs Bd' (1) ·
'Eldron Blvd ' (1) ·
'FLEMING STREET ' (1) ·
'FLORESTA DR ' (1) ·
'HAGEN RANCH ROAD ' (1) ·
'ISLAND WAY ' (1) ·
'JUPITER ISLAND PK ' (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-510(Wabasso Rd)' (1) ·
'SR-520 ' (1) ·
'SR-528 ' (1) ·
'SR-528 EB ' (1) ·
'SR-528 WB ' (1) ·
'SR-60 ' (1) ·
'Sykes Creek Pkwy ' (1) ·
'TROPICALIA AVE. ' (1)
Number 008:
700108 (1) ·
700109 (1) ·
700110 (1) ·
700111 (1) ·
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Location 009:
'.8 Mile North of SR-520 ' (1) ·
'0.1MI W OF SEM PRATT WHIT' (1) ·
'0.2Mi E of CR-723 ' (1) ·
'0.2MI E OF PROSPERITY FM ' (1) ·
'0.3MI N of CR 512 ' (1) ·
'0.4 MI W of US-1 ' (1) ·
'0.5 mi N of Malabar Rd. ' (1) ·
'0.5 mi N of Malabar Road ' (1) ·
'0.5MI N OF JUPITER BCH RD' (1) ·
'0.5Mi N of PLMBCH CO LINE' (1) ·
'0.5MI Nof PT ST LUCIE BLD' (1) ·
'0.5MI S OF P.B. LAKES BLV' (1) ·
'0.5Mi W of SR-76 ' (1) ·
'0.6MI W OF I-95 ' (1) ·
'0.6Mi. W of SR-A1A ' (1) ·
'0.8MI N OF BOYNTON BCH BD' (1) ·
'1.4MI E OF US-1 ' (1) ·
'1/2MI S of US-1 ' (1) ·
'150FT N OF JOYHAVEN DR ' (1) ·
'2.55 Miles East of SR-3 ' (1) ·
'2.85 Miles East of SR-3 ' (1) ·
'250ft North of SR-60 ' (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 EB - Sykes Creek ' (1) ·
'SR-528 EB - US-1& FECRR ' (1) ·
'SR-528 EB over CR-515 ' (1) ·
'SR-528 EB over SR-3 ' (1) ·
'SR-528 WB - Indian River ' (1) ·
'SR-714 East of Fla. Tpke.' (1)
Latitude 016:
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Longitude 017:
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81061122 (1)
Owner 022:
Built 027: (Click arrow to add another value)
Traffic 029:
10585 (1) ·
1200 (1) ·
121 (1) ·
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12304 (1) ·
13300 (1) ·
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1950 (1) ·
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4 (1) ·
43000 (1) ·
6000 (1) ·
716 (1) ·
7600 (1) ·
7630 (1) ·
7700 (1) ·
9100 (1)
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: (Click arrow to add another value)
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) ·
Countermeasures have been installed to mitigate an existing problem with scour and to reduce the risk of bridge failure during a flood event. Instructions contained in a plan of action have been implemented to reduce the risk to users from a bridge failure during or immediately after a flood event. (1)
Future 114:
1000 (1) ·
13186 (1) ·
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13360 (1) ·
150 (1) ·
15788 (1) ·
1800 (1) ·
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20994 (1) ·
21254 (1) ·
21347 (1) ·
2275 (1) ·
23076 (1) ·
300 (1) ·
33832 (1) ·
34700 (1) ·
3556 (1) ·
35568 (1) ·
39037 (1) ·
40772 (1) ·
44197 (1) ·
45978 (1) ·
49447 (1) ·
6 (1) ·
6159 (1) ·
7200 (1) ·
74605 (1) ·
828 (1)
Clearance 116:
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