Drilldown: bridge data
From Indian River Lagoon Project
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Route 005d:
Features 006a:
'ARCHIES CREEK ' (1) ·
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'L-5 Canal ' (1) ·
'Lateral Canal A ' (1) ·
'LOXAHATCHEE RIV NW FORK ' (1) ·
'M-2 CANAL ' (1) ·
'MAIN RELIEF CANAL ' (1) ·
'Murray Creek ' (1) ·
'OKEECHOBEE RIM CANAL ' (1) ·
'RETENTION POND ' (1) ·
'ROEBUCK CREEK ' (1) ·
'SCOTTS CANAL ' (1) ·
'SIMS CREEK ' (1) ·
'SR-91 (Florida Turnpike)' (1) ·
'Sweetwater Creek ' (1) ·
'Sykes Creek ' (1) ·
'WARNER CREEK ' (1) ·
'WPB Canal (C-51) ' (1)
Critical 006b:
Facility 007:
'AIROSO BLVD. ' (1) ·
'BELVEDERE ROAD ' (1) ·
'BUCKSKIN TRAIL ' (1) ·
'CAMINO REAL ' (1) ·
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'CR-611 43RD AVE. ' (1) ·
'CR-717 ' (1) ·
'DYER PARK ROAD ' (1) ·
'Forest Hill Blvd. ' (1) ·
'HAGEN RANCH ROAD ' (1) ·
'ISLAND WAY ' (1) ·
'JOG ROAD (NB) ' (1) ·
'JUPITER ISLAND PK ' (1) ·
'LAKE IDA ROAD ' (1) ·
'LOCKS ROAD ' (1) ·
'LPGA Blvd ' (1) ·
'McClure Road ' (1) ·
'MONET ROAD ' (1) ·
'NB US-27 SR-25 ' (1) ·
'NORTHLAKE BLVD(EB)' (1) ·
'NORTHLAKE BLVD(WB)' (1) ·
'OKEECHOBEE BLVD. ' (1) ·
'Port St. Lucie Bld' (1) ·
'PROSPERITY FARM RD' (1) ·
'SR-40 ' (1) ·
'SR-421 ' (1) ·
'SR-520 ' (1) ·
'SR-60 ' (1) ·
'TROPICALIA AVE. ' (1) ·
'US-1 ' (1)
Number 008:
700193 (1) ·
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944013 (1)
Location 009:
'0.1MI W of HAVERHILL RD. ' (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 E OF CONGRESS ' (1) ·
'0.4 MI W of US-1 ' (1) ·
'0.5 MILE WEST OF JOG RD ' (1) ·
'0.5MI N OF JUPITER BCH RD' (1) ·
'0.5Mi N of PLMBCH CO LINE' (1) ·
'0.5Mi W of SR-76 ' (1) ·
'0.6MI NE OF INDIANTOWN RD' (1) ·
'0.6Mi. W of SR-A1A ' (1) ·
'0.75 mi. E. of I-95 ' (1) ·
'0.7MI N OF BOYNTON BEACH ' (1) ·
'0.8MI E of INDIANTOWN RD ' (1) ·
'0.8MI N OF BOYNTON BCH BD' (1) ·
'0.9 MILE N OF PGA BLVD. ' (1) ·
'1.1 MI E OF JOG ROAD ' (1) ·
'1.2 Mi. W of Barberville ' (1) ·
'1.5MI W OF MILITARY TRAIL' (1) ·
'1.6MI Nof PT ST LUCIE BLD' (1) ·
'1.9 MI WEST OF SR-715 ' (1) ·
'150ft. W of WILDWOOD DR ' (1) ·
'1MI SW OF US-441 ' (1) ·
'250ft North of SR-60 ' (1) ·
'3.2 MI W Of Barberville ' (1) ·
'4.3 Mi North of SR-44 ' (1) ·
'IN JOHN PRINCE PARK ' (1) ·
'Just west of I-95 ' (1) ·
'LPGA Blvd. at I-95 ' (1) ·
'Palm Beach - Broward Line' (1) ·
'Port St Lucie / FL TPK. ' (1) ·
'SR-520 - Sykes Creek ' (1) ·
'SR-60 East of 66 Ave ' (1)
Latitude 016:
26200920 (1) ·
26203857 (1) ·
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29131187 (1)
Longitude 017:
80040825 (1) ·
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80092158 (1) ·
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80140376 (1) ·
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80205857 (1) ·
80213032 (1) ·
80225301 (1) ·
80254872 (1) ·
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80404702 (1) ·
80424695 (1) ·
80572087 (1) ·
81012996 (1) ·
81061122 (1) ·
81261295 (1) ·
81280837 (1)
Owner 022:
Built 027: (Click arrow to add another value)
Traffic 029:
10585 (1) ·
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121 (1) ·
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160 (1) ·
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200 (1) ·
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4 (1) ·
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500 (1) ·
6000 (1) ·
7700 (1) ·
800 (1) ·
8500 (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:
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) ·
Shrinkage cracks, light scaling and insignificant spalling which does not expose reinforcing steel. Insignificant damage caused by drift with no misalignment and not requiring corrective action. Some minor scouring has occured near curtain walls, wingwalls or pipes. Metal culverts have a smooth symmetrical curvature with superficial corrosion and no pitting. (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)
Future 114:
1000 (1) ·
13360 (1) ·
14748 (1) ·
150 (1) ·
15788 (1) ·
1800 (1) ·
18365 (1) ·
192 (1) ·
192590 (1) ·
20994 (1) ·
2186 (1) ·
22070 (1) ·
2275 (1) ·
26100 (1) ·
265 (1) ·
26893 (1) ·
300 (1) ·
32400 (1) ·
32618 (1) ·
4000 (1) ·
40772 (1) ·
41206 (1) ·
45978 (1) ·
49448 (1) ·
6 (1) ·
600 (1) ·
6159 (1) ·
74605 (1) ·
8000 (1) ·
82412 (1) ·
960 (1)
Clearance 116:
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