Drilldown: bridge data
From Indian River Lagoon Project
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ObjectID:
12245 (1) ·
13726 (1) ·
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County 003:
Place 004:
None (1) ·
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Royal Palm Beach village (1) ·
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Wellington village (1)
Route 005d:
Direction 005e:
Features 006a:
'B-19 Canal ' (1) ·
'C-51/WEST PALM BCH CANAL' (1) ·
'Callalisa Creek ' (1) ·
'Canal - D ' (1) ·
'E-4 CANAL ' (1) ·
'Halifax River ' (1) ·
'INTRACOASTAL WATERWAY ' (1) ·
'ITCWD CANAL 3 ' (1) ·
'IWW Halifax River ' (1) ·
'IWW Indian River ' (1) ·
'L-30 CANAL ' (1) ·
'Lateral Canal 30 ' (1) ·
'LATERAL CANAL A ' (1) ·
'LATERAL E DRAIN CANAL ' (1) ·
'Little Haw Swamp ' (1) ·
'LWDD CANAL E-1 ' (1) ·
'LWDD E-1 Canal ' (1) ·
'LWDD E-3 CANAL ' (1) ·
'LWDD LATERAL 14 CANAL ' (1) ·
'Nova Canal ' (1) ·
'SR-514 ' (1) ·
'SR-91 TPK-DRAINAGE CANAL' (1) ·
'SR-91 TPK/DRAINAGE CANAL' (1) ·
'Thompson River ' (1) ·
'Tide Relief Canal ' (1) ·
'West Palm Beach Canal ' (1)
Critical 006b:
Facility 007:
'10TH AVE NORTH ' (1) ·
'26TH STREET ' (1) ·
'27TH STREET ' (1) ·
'BINKS FOREST DRIVE' (1) ·
'CLINT MOORE RD ' (1) ·
'CRESTWOOD BLVD. ' (1) ·
'DONALD ROSS RD EB ' (1) ·
'HYPOLUXO ROAD WB ' (1) ·
'I 95 SR 9 ' (1) ·
'I-95 ' (1) ·
'Lake Worth Road ' (1) ·
'Military Trail ' (1) ·
'MILITARY TRAIL NB ' (1) ·
'MILITARY TRAIL SB ' (1) ·
'MINER RD. ' (1) ·
'NB US-441 (SR-7) ' (1) ·
'SB US-441 (SR-7) ' (1) ·
'SR-44 ' (1) ·
'SR-5A ' (1) ·
'SR-A1A ' (1) ·
'SW 18TH ST WB ' (1) ·
'SW 18TH ST. EB ' (1) ·
'Truck Trail #12 ' (1) ·
'US-98 (SR-80) ' (1) ·
'Willow Run Blvd. ' (1)
Number 008:
700202 (1) ·
790147 (1) ·
790148 (1) ·
790151 (1) ·
790152 (1) ·
790177 (1) ·
790178 (1) ·
790183 (1) ·
790184 (1) ·
790800 (1) ·
796401 (1) ·
884061 (1) ·
885809 (1) ·
930361 (1) ·
930402 (1) ·
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934942 (1)
Location 009:
'.2mi W of Clyde Morris Bl' (1) ·
'0.2 MILE WEST OF US-1 ' (1) ·
'0.3MI E of CONGRESS AVE. ' (1) ·
'0.4 Mi. S. of Beville Rd ' (1) ·
'0.7 mi south of PGA Blvd.' (1) ·
'0.8MI WEST OF US-1 ' (1) ·
'0.9 MI N OF LAKE IDA ROAD' (1) ·
'0.9MI N OF LAKE IDA ROAD ' (1) ·
'0.9MI S OF SR-802 ' (1) ·
'0.9MI W OF MILITARY TRAIL' (1) ·
'0.9MI W OF POWERLINE RD ' (1) ·
'1.0MI W OF MILITARY TRAIL' (1) ·
'1.2MI S OF OKEECHOBEE BL ' (1) ·
'2 miles N of Atlantic Ave' (1) ·
'4 miles west of SR 7 ' (1) ·
'A1A on Singer Island ' (1) ·
'A1A-Port Orange Relief ' (1) ·
'AT CR-615 - 66TH AVE ' (1) ·
'AT US-441 (SOUTHERN BLVD)' (1) ·
'AT US-441 SR-7 ' (1) ·
'I-95 - SR-514 ' (1) ·
'Lake George Conservation ' (1) ·
'Lake Worth Rd. at SR-7 ' (1) ·
'SR-44 - Callalisa Creek ' (1) ·
'SR-44 - Indian River ' (1) ·
'SR-5A over Nova Canal ' (1) ·
'SR-5A over Nova Canal ' (1) ·
'SR-7 & SR-80 intersection' (1) ·
'SR-A1A over Halifax River' (1)
Latitude 016:
26195316 (1) ·
26195370 (1) ·
26243117 (1) ·
26290100 (1) ·
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26332602 (1) ·
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29102421 (1) ·
29153934 (1)
Longitude 017:
80022456 (1) ·
80040991 (1) ·
80050470 (1) ·
80050618 (1) ·
80061936 (1) ·
80065069 (1) ·
80072101 (1) ·
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80074641 (1) ·
80101305 (1) ·
80101307 (1) ·
80120775 (1) ·
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80144092 (1) ·
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80172828 (1) ·
80240703 (1) ·
80274670 (1) ·
80374985 (1) ·
80541414 (1) ·
80550332 (1) ·
80583172 (1) ·
80590233 (1) ·
81011090 (1) ·
81012273 (1) ·
81013312 (1) ·
81013879 (1) ·
81014619 (1) ·
81211913 (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:
Width 052:
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)
Culvert 062: (Click arrow to add another value)
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 not over waterway. (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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