Drilldown: bridge data
From Indian River Lagoon Project
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Use the filters below to narrow your results.
ObjectID:
County 003:
Place 004:
Route 005d:
Direction 005e:
Features 006a:
'Bear Wildlife Crossing ' (1) ·
'BRANCH OF ICWW ' (1) ·
'C-54 Canal ' (1) ·
'Canal ' (1) ·
'Cougar Wildlife Crossing' (1) ·
'CR 712 (Midway Road) ' (1) ·
'CR-712 Midway Road ' (1) ·
'Deer WIldlife Crossing ' (1) ·
'EL RIO CANAL ' (1) ·
'EPB CANAL C-3 ' (1) ·
'Fellsmere Canal ' (1) ·
'INTRACOASTAL WATERWAY ' (1) ·
'Lateral D Canal ' (1) ·
'Little Lake Worth ' (1) ·
'Loxahatchee Slough ' (1) ·
'LWDD E-3 CANAL ' (1) ·
'Northlake Blvd. WB ' (1) ·
'Reed Canal ' (1) ·
'SR91 TPK (JUPITER INT) ' (1) ·
'SWA Retention Canal ' (1) ·
Fellsmere Canal (1)
Critical 006b:
Facility 007:
'CR-609 (82nd Ave.)' (1) ·
'I-95 NB ' (1) ·
'I-95 SB ' (1) ·
'Jog Road ' (1) ·
'JUPITER BEACH RD ' (1) ·
'LE CHALET BLVD ' (1) ·
'LINTON BLVD. ' (1) ·
'Loxahatchee Slough' (1) ·
'NB I-95 (S.R. 9) ' (1) ·
'Northlake Blvd. EB' (1) ·
'Oak Lea Drive ' (1) ·
'PROSPERITY FARMSRD' (1) ·
'S. Burnett Rd ' (1) ·
'SB I-95 (S.R. 9) ' (1) ·
'SR 400 EB ' (1) ·
'SR 400 WB ' (1) ·
'SR A1A ' (1) ·
'SR-400 ' (1) ·
'SR91 NB TPK 116.3 ' (1) ·
'SW 18TH ST ' (1) ·
I-95 SB (1)
Number 008:
700231 (1) ·
700232 (1) ·
700237 (1) ·
700238 (1) ·
704193 (1) ·
790203 (1) ·
790204 (1) ·
790205 (1) ·
790206 (1) ·
790207 (1) ·
790247 (1) ·
796548 (1) ·
884098 (1) ·
930322 (1) ·
930546 (1) ·
931012 (1) ·
934125 (1) ·
934135 (1) ·
934158 (1) ·
934167 (1) ·
934168 (1) ·
934487 (1) ·
935218 (1) ·
940111 (1) ·
940112 (1)
Location 009:
'0.2MI E OF A1A ' (1) ·
'0.2MI EAST OF US-1 (SR-5)' (1) ·
'0.2MI S OF DONALD ROSS ' (1) ·
'0.3 mi east of US 1 & PGA' (1) ·
'0.3MI W OF OLD DIXIE HWY.' (1) ·
'0.8Mi W OF MILITARY TRAIL' (1) ·
'1.45 Mi W of Bee Line Hwy' (1) ·
'1.9 Mi South of SR-60 ' (1) ·
'10ft. S/O Reed Canal Rd ' (1) ·
'2.6 Mi. S of SR-710 ' (1) ·
'At Pluckebaum Rd ' (1) ·
'Buffer Preserve Drive ' (1) ·
'i-4 WB - Cougar Crossing ' (1) ·
'I-4 WB over Bear Crossing' (1) ·
'I-95 over Midway Road ' (1) ·
'Over Fellsmere Canal ' (1) ·
'SR 400 - Dear Crossing ' (1) ·
'SR 400 EB - Bear Crossing' (1) ·
'SR 400 EB - Cougar Crossi' (1) ·
'SR 400 WB over Deer Wildl' (1) ·
'SR 91 at Jupiter Interch ' (1) ·
Over Fellsmere Canal (1)
Latitude 016:
26194915 (1) ·
26262317 (1) ·
26331032 (1) ·
26454160 (1) ·
26483934 (1) ·
26483998 (1) ·
26503760 (1) ·
26524856 (1) ·
26561862 (1) ·
26562145 (1) ·
27222697 (1) ·
27222932 (1) ·
27363546 (1) ·
27493308 (1) ·
27493323 (1) ·
27493726 (1) ·
27493735 (1) ·
28204418 (1) ·
29043800 (1) ·
29043900 (1) ·
29060018 (1) ·
29060200 (1) ·
29064300 (1) ·
29093016 (1)
Longitude 017:
80032660 (1) ·
80035475 (1) ·
80042000 (1) ·
80043160 (1) ·
80054858 (1) ·
80075125 (1) ·
80082890 (1) ·
80092080 (1) ·
80103494 (1) ·
80103501 (1) ·
80243196 (1) ·
80243677 (1) ·
80294615 (1) ·
80332834 (1) ·
80332921 (1) ·
80333220 (1) ·
80333306 (1) ·
80464729 (1) ·
81001126 (1) ·
81083200 (1) ·
81083300 (1) ·
81091400 (1) ·
81091401 (1) ·
81103100 (1) ·
81103200 (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:
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) ·
No noticeable or noteworthy deficiencies which affect the condition of the channel. (1)
Culvert 062:
Inspect Date 090: (Click arrow to add another value)
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 not over waterway. (1)
Future 114:
Clearance 116:
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