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:
County 003: (Click arrow to add another value)
Place 004:
Route 005d:
Direction 005e:
Features 006a:
'Boca Inlet ' (1) ·
'BRANCH OF ICWW ' (1) ·
'BRANCH OF MIAMI CANAL ' (1) ·
'BULLDOG CANAL ' (1) ·
'CANAL E-4 ' (1) ·
'CANAL N. END LAKE IDA ' (1) ·
'El Rio Canal E-4 ' (1) ·
'GARDEN CANAL ' (1) ·
'HILLSBORO L-14 CANAL ' (1) ·
'HUNGRYLAND CANAL C-18 ' (1) ·
'Intracoastal Waterway ' (1) ·
'L-5 Canal ' (1) ·
'LAKE IDA CANAL ' (1) ·
'Loxahatchee River ' (1) ·
'LWDD LAT CANAL 17 ' (1) ·
'MIAMI CANAL ' (1) ·
'NORTH PALM BCH WATERWAY ' (1) ·
'Tide Relief Canal ' (1) ·
'WPB CANAL C-51 ' (1)
Critical 006b:
Facility 007:
'A1A ' (1) ·
'CAMINO GARDENS BL ' (1) ·
'CONGRESS AVE NB ' (1) ·
'CORKSCREW BLVD. ' (1) ·
'DUDA ROAD ' (1) ·
'E. CAMINO REAL ' (1) ·
'JUPITER ISLAND PK ' (1) ·
'LIGHTHOUSE DRIVE ' (1) ·
'LINTON BLVD. ' (1) ·
'MIAMI CANAL ROAD ' (1) ·
'MISSION HILL ROAD ' (1) ·
'NB US-27 SR-25 ' (1) ·
'NORTH SHORE DRIVE ' (1) ·
'S. LAKE DRIVE ' (1) ·
'SR A1A ' (1) ·
'SR-808 (Glades Rd)' (1) ·
'SR-811 (Alt A-1-A)' (1) ·
'SR-A1A ' (1) ·
'SR91 N/S TPK 115.5' (1) ·
'SUMMIT BLVD ' (1) ·
'SW 22ND WAY ' (1) ·
'US-1 (SR-5) ' (1) ·
'WB SR 802 Lake Ave' (1)
Number 008:
930004 (1) ·
930060 (1) ·
930104 (1) ·
930239 (1) ·
930269 (1) ·
930319 (1) ·
930322 (1) ·
930339 (1) ·
930353 (1) ·
930361 (1) ·
934126 (1) ·
934201 (1) ·
934332 (1) ·
934408 (1) ·
934502 (1) ·
934516 (1) ·
934519 (1) ·
935206 (1) ·
935303 (1) ·
935305 (1) ·
935306 (1) ·
936550 (1) ·
937702 (1)
Location 009:
'0.1MI E of SW 9TH AVE ' (1) ·
'0.2MI EAST OF US-1 (SR-5)' (1) ·
'0.2Mi S of 45TH ST(CR702)' (1) ·
'0.2MI S OF US-27 ' (1) ·
'0.3MI E OF PROSPERITY FAR' (1) ·
'0.5MI N OF JUPITER BCH RD' (1) ·
'0.5mi. East of US-1 ' (1) ·
'0.6MI E OF US-1 ' (1) ·
'0.6Mi S OF CR-812 ' (1) ·
'1 Mile South of SR-786 ' (1) ·
'1.0MI SOUTH OF SR-706 ' (1) ·
'1.2 mi N Broward Cnty ' (1) ·
'1.4 miles east of I-95 ' (1) ·
'100FT E OF SOUTH LAKE DR ' (1) ·
'150 FT E of SW 10TH ST ' (1) ·
'2.2MI S OF SR-80 ' (1) ·
'200FT N of NW 22ND STR ' (1) ·
'500FT WEST OF I-95 ' (1) ·
'A1A on Singer Island ' (1) ·
'ADJ. TO N. SIDE OF SR-880' (1) ·
'City of Jupiter ' (1) ·
'Lake Ave / ICWW ' (1) ·
'Palm Beach - Broward Line' (1)
Latitude 016:
26200920 (1) ·
26201913 (1) ·
26202096 (1) ·
26202200 (1) ·
26214420 (1) ·
26262317 (1) ·
26291118 (1) ·
26294400 (1) ·
26302557 (1) ·
26344632 (1) ·
26365544 (1) ·
26395767 (1) ·
26400360 (1) ·
26401808 (1) ·
26413511 (1) ·
26450312 (1) ·
26465867 (1) ·
26490288 (1) ·
26490902 (1) ·
26495569 (1) ·
26554196 (1) ·
26562485 (1) ·
26565506 (1)
Longitude 017:
80022456 (1) ·
80022882 (1) ·
80025351 (1) ·
80033671 (1) ·
80035475 (1) ·
80040599 (1) ·
80041914 (1) ·
80042082 (1) ·
80042609 (1) ·
80043770 (1) ·
80044085 (1) ·
80044331 (1) ·
80044341 (1) ·
80044372 (1) ·
80052130 (1) ·
80052259 (1) ·
80054930 (1) ·
80060914 (1) ·
80090356 (1) ·
80321860 (1) ·
80381684 (1) ·
80482588 (1) ·
80491520 (1)
Owner 022:
Built 027:
Traffic 029:
Service On 042a:
Service Under 042b: (Click arrow to add another value)
Kind 043a:
Type 043b:
Length 049:
Width 052:
Deck 058: (Click arrow to add another value)
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:
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)
Future 114:
Clearance 116:
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