Drilldown: bridge data
From Indian River Lagoon Project
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ObjectID:
County 003:
Place 004:
Route 005d:
Direction 005e:
Features 006a:
'BRANCH OF ICWW ' (1) ·
'C STANLEY WEAVER CANAL ' (1) ·
'CSX RR ' (1) ·
'FL. TPK. SR-91 ' (1) ·
'I 95 SR 9 ' (1) ·
'I-95 ' (1) ·
'ICWW ' (1) ·
'Intracoastal Waterway ' (1) ·
'LOXAHATCHEE RIV NW FORK ' (1) ·
'LWDD C-17 CANAL ' (1) ·
'M-2 CANAL ' (1) ·
'RELIEF CANAL ' (1) ·
'ROEBUCK CREEK ' (1) ·
'SCOTTS CANAL ' (1) ·
'SR-614 (Indrio Rd) ' (1) ·
'SR-91 (Florida Turnpike)' (1) ·
'Sykes Creek ' (1) ·
'WARNER CREEK ' (1)
Critical 006b:
Facility 007:
'HAGEN RANCH ROAD ' (1) ·
'ISLAND WAY ' (1) ·
'JUPITER ISLAND PK ' (1) ·
'LA MANCHA AVE. ' (1) ·
'LOCKS ROAD ' (1) ·
'LPGA Blvd ' (1) ·
'MADRID STREET ' (1) ·
'MONET ROAD ' (1) ·
'N. LAKE BLVD EB ' (1) ·
'N. LAKE BLVD WB ' (1) ·
'NB I-95 (SR-9) ' (1) ·
'OKEECHOBEE BLVD. ' (1) ·
'PGA Blvd. (SR 786)' (1) ·
'Port St. Lucie Bld' (1) ·
'SB I-95 (SR-9) ' (1) ·
'SR 804 ' (1) ·
'SR 804 Boyton B B ' (1) ·
'SR A1A ' (1) ·
'SR-520 ' (1) ·
'SR-60 ' (1) ·
'TROPICALIA AVE. ' (1)
Number 008:
700193 (1) ·
790171 (1) ·
880087 (1) ·
894044 (1) ·
894050 (1) ·
894052 (1) ·
930265 (1) ·
930267 (1) ·
930268 (1) ·
930269 (1) ·
930285 (1) ·
930289 (1) ·
934126 (1) ·
934240 (1) ·
934950 (1) ·
936551 (1) ·
937356 (1) ·
937359 (1) ·
940086 (1) ·
940087 (1) ·
940142 (1)
Location 009:
'0.1MI N of BILBAO ST. ' (1) ·
'0.1MI W OF SEM PRATT WHIT' (1) ·
'0.2Mi E of CR-723 ' (1) ·
'0.2MI E OF PROSPERITY FM ' (1) ·
'0.5MI N OF JUPITER BCH RD' (1) ·
'0.5Mi N of PLMBCH CO LINE' (1) ·
'0.5Mi W of SR-76 ' (1) ·
'0.5mi. East of US-1 ' (1) ·
'0.6Mi. W of SR-A1A ' (1) ·
'0.8MI E OF I-95 ' (1) ·
'0.8MI EAST OF I-95 ' (1) ·
'0.8MI N OF BOYNTON BCH BD' (1) ·
'1 mile West of US 1 ' (1) ·
'180ft W of LAS PALMAS ST.' (1) ·
'Just West of I 95 ' (1) ·
'LPGA Blvd. at I-95 ' (1) ·
'NB I-95/SR-614(Indrio Rd)' (1) ·
'Port St Lucie / FL TPK. ' (1) ·
'SB I-95/SR-614(INDRIO RD)' (1) ·
'SR-520 - Sykes Creek ' (1) ·
'Tpk/PGA Blvd interchange ' (1)
Latitude 016:
26314400 (1) ·
26314407 (1) ·
26322054 (1) ·
26422645 (1) ·
26424333 (1) ·
26433343 (1) ·
26465867 (1) ·
26482992 (1) ·
26483050 (1) ·
26501416 (1) ·
26502106 (1) ·
26562485 (1) ·
26583556 (1) ·
27060944 (1) ·
27134072 (1) ·
27162224 (1) ·
27311700 (1) ·
27311955 (1) ·
27390707 (1) ·
28212603 (1) ·
29131187 (1)
Longitude 017:
80025351 (1) ·
80040825 (1) ·
80041914 (1) ·
80042314 (1) ·
80042770 (1) ·
80050893 (1) ·
80050894 (1) ·
80074689 (1) ·
80075632 (1) ·
80095067 (1) ·
80130501 (1) ·
80130890 (1) ·
80140376 (1) ·
80162515 (1) ·
80184167 (1) ·
80213032 (1) ·
80225301 (1) ·
80270180 (1) ·
80270543 (1) ·
80404702 (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: (Click arrow to add another value)
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:
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)
Future 114:
Clearance 116:
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