Drilldown: bridge data
From Indian River Lagoon Project
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- Event (169)
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Use the filters below to narrow your results.
ObjectID:
Status: (Click arrow to add another value)
County 003:
Place 004:
Route 005d:
Direction 005e:
Features 006a:
'ATLANTIS WATERWAY ' (1) ·
'BULLDOG CANAL ' (1) ·
'CAMINO CANAL ' (1) ·
'CANAL ' (1) ·
'CANAL N. END LAKE IDA ' (1) ·
'Daytona Canal ' (1) ·
'EARMAN RIVER CANAL C-17 ' (1) ·
'FPL Cooling Disch. Canal' (1) ·
'FPL Cooling Intake Canal' (1) ·
'GARDEN CANAL ' (1) ·
'MONTERREY WATERWAY ' (1) ·
'RELIEF CANAL ' (1) ·
'SCOTTS CANAL ' (1) ·
'SUBDIVISION CANAL ' (1) ·
'WEST PALM BEACH CANAL ' (1)
Critical 006b:
Facility 007:
'36TH STREET ' (1) ·
'Ballough Street ' (1) ·
'Barwick Rd. ' (1) ·
'Barwick Road ' (1) ·
'CAMINO GARDENS BL ' (1) ·
'CAMINO GARDENS BLV' (1) ·
'CORAL DRIVE ' (1) ·
'CYPRESS WAY ' (1) ·
'Fort Florida Road ' (1) ·
'HOLLY DRIVE ' (1) ·
'ISLAND DRIVE ' (1) ·
'LIGHTHOUSE DRIVE ' (1) ·
'MAC ARTHUR BLVD ' (1) ·
'MERCER AVE ' (1) ·
'MONET ROAD ' (1) ·
'NORTH SHORE DRIVE ' (1) ·
'ORANGE TREE DR ' (1) ·
'PORT ST LUCIE BLVD' (1) ·
'S. LAKE DRIVE ' (1) ·
'TROON DR ' (1) ·
'VENICE DRIVE ' (1)
Number 008:
794076 (1) ·
794077 (1) ·
794078 (1) ·
794079 (1) ·
795000 (1) ·
935001 (1) ·
935002 (1) ·
935204 (1) ·
935206 (1) ·
935207 (1) ·
935301 (1) ·
935302 (1) ·
935303 (1) ·
935506 (1) ·
936551 (1) ·
937000 (1) ·
937001 (1) ·
937002 (1) ·
937702 (1) ·
937704 (1) ·
937708 (1) ·
945273 (1)
Location 009:
'.3 mi South of Mason Ave ' (1) ·
'0.03 MI W OF ANDREWS AVE ' (1) ·
'0.1 MI S of LIGHTHOUSE DR' (1) ·
'0.1MI E of SW 9TH AVE ' (1) ·
'0.1MI N OF CLUBHOUSE BLVD' (1) ·
'0.1MI S OF OLD BOYNTON ' (1) ·
'0.2 MILE E OF SW 9TH AVE ' (1) ·
'0.2 mile west of US-17 ' (1) ·
'0.2MI E OF PROSPERITY FM ' (1) ·
'0.2Mi S of 45TH ST(CR702)' (1) ·
'0.2MI S of CAMINO GARDEN ' (1) ·
'0.3M W of ALT A1A(SR-811)' (1) ·
'0.3Mi W of Alt-A1A/SR-811' (1) ·
'150FT S OF N CNTRY CLBDR ' (1) ·
'200FT N of NW 22ND STR ' (1) ·
'250FT N of BELVEDERE RD ' (1) ·
'4.6MI W OF US-1 ' (1) ·
'650FT E OF AUSTRALIAN AVE' (1)
Latitude 016:
26201757 (1) ·
26201913 (1) ·
26202500 (1) ·
26281369 (1) ·
26291118 (1) ·
26315252 (1) ·
26315259 (1) ·
26354425 (1) ·
26354653 (1) ·
26412955 (1) ·
26444560 (1) ·
26450312 (1) ·
26490130 (1) ·
26490539 (1) ·
26492346 (1) ·
26501416 (1) ·
27161503 (1) ·
28504313 (1) ·
28504314 (1) ·
28512260 (1) ·
28512261 (1) ·
29133119 (1)
Longitude 017:
80033398 (1) ·
80040588 (1) ·
80040825 (1) ·
80041431 (1) ·
80044331 (1) ·
80044372 (1) ·
80050093 (1) ·
80050590 (1) ·
80051210 (1) ·
80052354 (1) ·
80053044 (1) ·
80055088 (1) ·
80055282 (1) ·
80060114 (1) ·
80060914 (1) ·
80063334 (1) ·
80214773 (1) ·
81012374 (1) ·
81193011 (1) ·
81193143 (1) ·
81193156 (1) ·
81193290 (1)
Owner 022: (Click arrow to add another value)
Built 027:
Traffic 029:
Service On 042a:
Service Under 042b:
Kind 043a: (Click arrow to add another value)
Type 043b:
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)
Culvert 062:
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)
Future 114:
Clearance 116:
Showing below up to 22 results in range #1 to #22.
