Drilldown: bridge data
From Indian River Lagoon Project
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ObjectID:
County 003:
Place 004:
Direction 005e:
Features 006a:
'Boynton Canal C-16 ' (1) ·
'Boynton Inlet ' (1) ·
'C-51 CANAL ' (1) ·
'Canal ' (1) ·
'Canal C-47 ' (1) ·
'Canal C-48 ' (1) ·
'CANAL L-30 ' (1) ·
'Drainage Canal ' (1) ·
'FELLSMERE CANAL ' (1) ·
'Groover Creek ' (1) ·
'Little Haw Creek ' (1) ·
'Loxahatchee River ' (1) ·
'LWDD E-1 CANAL ' (1) ·
'LWDD E-3 CANAL ' (1) ·
'LWDD E-4 CANAL ' (1) ·
'Melbourne Tillman Canal ' (1) ·
'RELIEF CANAL ' (1) ·
'Sykes Creek ' (1)
Critical 006b:
Facility 007:
'Airport Road ' (1) ·
'BELVEDERE RD EB ' (1) ·
'BELVEDERE RD WB ' (1) ·
'BIG BLUE TRACE ' (1) ·
'Blue Heron Blvd. ' (1) ·
'BOBWHITE ROAD ' (1) ·
'Brittan Avenue ' (1) ·
'Caballero Ave ' (1) ·
'COUNTY RD 507 ' (1) ·
'EL CLAIR RANCH RD.' (1) ·
'Eldron Blvd ' (1) ·
'Entrnce Rd to FDOT' (1) ·
'I 95 SR 9 ' (1) ·
'Jupiter Blvd. ' (1) ·
'KIMBERLY BLVD. EB ' (1) ·
'LA MANCHA AVE. ' (1) ·
'Marsh Road ' (1) ·
'RAVEN COURT ' (1) ·
'Richland Ave ' (1) ·
'SR A1A ' (1) ·
'SR-811 (Alt A-1-A)' (1) ·
'SW 18th STREET EB ' (1) ·
'SW 18TH STREET WB ' (1) ·
'SW 23RD AVE. ' (1)
Number 008:
704013 (1) ·
704019 (1) ·
705909 (1) ·
705913 (1) ·
705914 (1) ·
705915 (1) ·
705916 (1) ·
794036 (1) ·
794067 (1) ·
880076 (1) ·
930061 (1) ·
930287 (1) ·
930302 (1) ·
930339 (1) ·
930523 (1) ·
934205 (1) ·
934206 (1) ·
934212 (1) ·
934419 (1) ·
934428 (1) ·
934900 (1) ·
934901 (1) ·
937353 (1) ·
937357 (1) ·
937358 (1)
Location 009:
'0.03MI W OF DOVE CIRCLE ' (1) ·
'0.1Mi E of Tymber Crk Rd.' (1) ·
'0.2 mi S of Cocoa Street ' (1) ·
'0.2 mi S of Jupiter Blvd ' (1) ·
'0.25 MI. W OF I-95 ' (1) ·
'0.2MI E OF US-441 (SR-7) ' (1) ·
'0.4 mile East of SR-3 ' (1) ·
'0.6mi East of Congress Av' (1) ·
'0.7 mile North of SR 804 ' (1) ·
'1 mi N of Malabar Road ' (1) ·
'1.0Mi. S of Malabar Rd NE' (1) ·
'1.1 miles North of US-92 ' (1) ·
'1.2Mi N OF LAKE IDA RD. ' (1) ·
'1.5 Mi S of Malabar Rd. ' (1) ·
'175FT S of LAS PALMAS ST ' (1) ·
'180FT E OF SANDPIPER AVE ' (1) ·
'1MI W OF SR 809 ' (1) ·
'4.2MI N OF CR-512 ' (1) ·
'50ft. East of Fiske Blvd ' (1) ·
'A1A 2.5km North of SR 804' (1) ·
'ADJ W SIDE MILITARY TRAIL' (1) ·
'AT SOUTHSIDE OF SR-80 ' (1) ·
'City of Jupiter ' (1)
Latitude 016:
26195472 (1) ·
26195525 (1) ·
26225750 (1) ·
26290227 (1) ·
26302699 (1) ·
26322125 (1) ·
26324386 (1) ·
26405365 (1) ·
26413242 (1) ·
26413281 (1) ·
26415742 (1) ·
26420973 (1) ·
26430840 (1) ·
26465191 (1) ·
26565506 (1) ·
27491949 (1) ·
27583729 (1) ·
27583761 (1) ·
27590343 (1) ·
27590359 (1) ·
28004888 (1) ·
28171453 (1) ·
28220892 (1) ·
29043231 (1) ·
29162604 (1)
Longitude 017:
80023594 (1) ·
80042235 (1) ·
80044300 (1) ·
80044341 (1) ·
80052130 (1) ·
80074091 (1) ·
80074092 (1) ·
80074380 (1) ·
80074383 (1) ·
80082019 (1) ·
80120021 (1) ·
80125285 (1) ·
80130371 (1) ·
80130754 (1) ·
80153155 (1) ·
80362564 (1) ·
80394165 (1) ·
80394182 (1) ·
80400209 (1) ·
80400429 (1) ·
80413508 (1) ·
80414817 (1) ·
80443323 (1) ·
81074043 (1) ·
81162375 (1)
Owner 022:
Built 027: (Click arrow to add another value)
Traffic 029:
Service On 042a:
Service Under 042b: (Click arrow to add another value)
Kind 043a:
Type 043b:
Length 049:
Width 052:
Deck 058:
Superstructure 059:
Substructure 060: (Click arrow to add another value)
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)
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 is scour critical; bridge foundations determined to be unstable for assessed or calculated scour conditions: Scour within limits of footing or piles. Scour below spread-footing base or pile tips. (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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