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:
Direction 005e:
Features 006a:
'ATLANTIS WATERWAY ' (1) ·
'BRITT CANAL ' (1) ·
'CANAL C-108 ' (1) ·
'CANAL E-105 ' (1) ·
'CANAL E-106 ' (1) ·
'Drainage Canal ' (1) ·
'IWW Halifax River ' (1) ·
'L.W.D.D. #10 ' (1) ·
'LATERAL G CANAL ' (1) ·
'LWDD E-3 CANAL ' (1) ·
'LWDD L-2 CANAL ' (1) ·
'LWDD L-7 CANAL ' (1) ·
'LWDD LAT 16 CANAL ' (1) ·
'LWDD LAT 17 CANAL ' (1) ·
'LWDD LAT 8 CANAL ' (1) ·
'MOORES CREEK ' (1)
Critical 006b:
Facility 007:
'10TH AVE NORTH ' (1) ·
'BELVEDERE RD EB ' (1) ·
'BELVEDERE RD WB ' (1) ·
'BRITT RD ' (1) ·
'COLUMBUS DR. ' (1) ·
'CONGRESS AVE ' (1) ·
'CONGRESS AVE SB ' (1) ·
'CR-632 (65TH ST.) ' (1) ·
'DAVIS ROAD ' (1) ·
'FLORIDA MANGO RD ' (1) ·
'INDIAN RIVER DRIVE' (1) ·
'KESTOR DR ' (1) ·
'KUDZA ROAD ' (1) ·
'NORTH QUICK CIRCLE' (1) ·
'ORANGE TREE DR ' (1) ·
'PINETREE LANE ' (1) ·
'SEMINOLE DR ' (1) ·
'SR-A1A ' (1) ·
'TROON DR ' (1) ·
'UNDALLO RD ' (1) ·
'US98/441 SR15/700 ' (1)
Number 008:
790148 (1) ·
880040 (1) ·
890153 (1) ·
890154 (1) ·
890156 (1) ·
890157 (1) ·
894000 (1) ·
934205 (1) ·
934206 (1) ·
934251 (1) ·
934254 (1) ·
934312 (1) ·
934319 (1) ·
934331 (1) ·
934348 (1) ·
935001 (1) ·
935002 (1) ·
936261 (1) ·
937201 (1) ·
940020 (1) ·
945264 (1) ·
945265 (1) ·
945266 (1) ·
945267 (1)
Location 009:
'0.04MI S OF FOREST HILL ' (1) ·
'0.1MI N OF CLUBHOUSE BLVD' (1) ·
'0.1Mi S OF CR812 LANTANA ' (1) ·
'0.1MI S of SEAWAY DR A1A ' (1) ·
'0.1MI W of N QUICK CIRCLE' (1) ·
'0.2MI S of FOREST HILL BV' (1) ·
'0.3MI E OF DARWIN BLVD ' (1) ·
'0.3MI N of 10TH AVE N ' (1) ·
'0.3MI W of DARWIN BLVD. ' (1) ·
'0.5MI S OF OKEECHOBEE BLV' (1) ·
'0.6Mi S OF CR-812 ' (1) ·
'0.8MI E OF 58TH AVE. ' (1) ·
'0.8MI N OF SW BECKER RD ' (1) ·
'0.9MI W OF MILITARY TRAIL' (1) ·
'11.4Mi N of Palm Beach Co' (1) ·
'150FT S OF N CNTRY CLBDR ' (1) ·
'1MI W OF SR 809 ' (1) ·
'1Mi W of US-1 ' (1) ·
'3.9Mi N. of Palm Beach Co' (1) ·
'4.7Mi N. of Palm Beach Co' (1) ·
'7.9 Mi N of Palm Beach Co' (1) ·
'SR-A1A over Halifax River' (1)
Latitude 016:
26344631 (1) ·
26351368 (1) ·
26354425 (1) ·
26354653 (1) ·
26375277 (1) ·
26375694 (1) ·
26385460 (1) ·
26391471 (1) ·
26413242 (1) ·
26413281 (1) ·
26415450 (1) ·
26415533 (1) ·
27004265 (1) ·
27012529 (1) ·
27040084 (1) ·
27063920 (1) ·
27124842 (1) ·
27125212 (1) ·
27125867 (1) ·
27130073 (1) ·
27140482 (1) ·
27270481 (1) ·
27424258 (1) ·
29085374 (1)
Longitude 017:
80042050 (1) ·
80044280 (1) ·
80051244 (1) ·
80052320 (1) ·
80054780 (1) ·
80055088 (1) ·
80055545 (1) ·
80063334 (1) ·
80074091 (1) ·
80074092 (1) ·
80074621 (1) ·
80075828 (1) ·
80170422 (1) ·
80192498 (1) ·
80205945 (1) ·
80213453 (1) ·
80214187 (1) ·
80214259 (1) ·
80260113 (1) ·
80373536 (1) ·
80375331 (1) ·
80390367 (1) ·
80395040 (1) ·
80583172 (1)
Owner 022:
Built 027:
Traffic 029:
Service On 042a:
Service Under 042b:
Kind 043a:
Type 043b:
Length 049: (Click arrow to add another value)
Deck 058:
Superstructure 059: (Click arrow to add another value)
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) ·
No noticeable or noteworthy deficiencies which affect the condition of the channel. (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)
Future 114:
Clearance 116:
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