Drilldown: bridge data
From Indian River Lagoon Project
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ObjectID:
12274 (1) ·
13726 (1) ·
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13730 (1) ·
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County 003:
Place 004:
None (1) ·
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Route 005d:
Direction 005e:
Features 006a:
'B-19 Canal ' (1) ·
'C-23 CANAL ' (1) ·
'C-51/WEST PALM BCH CANAL' (1) ·
'Callalisa Creek ' (1) ·
'Canal - D ' (1) ·
'Canal 15 ' (1) ·
'Crane Creek Canal L-7 ' (1) ·
'E-4 CANAL ' (1) ·
'Halifax River ' (1) ·
'Intracoastal Waterway ' (1) ·
'IWW Halifax River ' (1) ·
'IWW Indian River ' (1) ·
'L-30 CANAL ' (1) ·
'Lake Worth Tide Relief' (1) ·
'LATERAL E DRAIN CANAL ' (1) ·
'LOXAHATCHEE RIVER ' (1) ·
'LWDD CANAL E-1 ' (1) ·
'LWDD E-1 Canal ' (1) ·
'LWDD E-3 CANAL ' (1) ·
'LWDD LATERAL 14 CANAL ' (1) ·
'MANATEE CREEK ' (1) ·
'SR-91 TPK-DRAINAGE CANAL' (1) ·
'SR-91 TPK/DRAINAGE CANAL' (1) ·
'Thompson River ' (1) ·
'Tide Relief Canal ' (1) ·
'TRIBUTARY OF MANATEE CRK' (1) ·
'West Palm Beach Canal ' (1)
Critical 006b:
Facility 007:
'10TH AVE NORTH ' (1) ·
'27TH STREET ' (1) ·
'BINKS FOREST DRIVE' (1) ·
'CLINT MOORE RD ' (1) ·
'CR-722 (COVE RD) ' (1) ·
'CR-A1A (DIXIE HWY)' (1) ·
'Fountainhead Blvd.' (1) ·
'HYPOLUXO ROAD WB ' (1) ·
'John Rodes Blvd. ' (1) ·
'Lake Worth Road ' (1) ·
'Military Trail ' (1) ·
'MILITARY TRAIL NB ' (1) ·
'MILITARY TRAIL SB ' (1) ·
'MINER RD. ' (1) ·
'MURPHY RD ' (1) ·
'NB US-441 (SR-7) ' (1) ·
'SB US-441 (SR-7) ' (1) ·
'SE ISLAND WAY ROAD' (1) ·
'Southern Boulevard' (1) ·
'SR-44 ' (1) ·
'SR-A1A ' (1) ·
'SR80(SouthernBlvd)' (1) ·
'SW 18TH ST WB ' (1) ·
'SW 18TH ST. EB ' (1) ·
'US-98 (SR-80) ' (1) ·
'Willow Run Blvd. ' (1)
Number 008:
704188 (1) ·
705603 (1) ·
790147 (1) ·
790148 (1) ·
790151 (1) ·
790152 (1) ·
796401 (1) ·
885809 (1) ·
890011 (1) ·
890012 (1) ·
890044 (1) ·
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934942 (1)
Location 009:
'.2mi W of Clyde Morris Bl' (1) ·
'.5MI W of A1A & E of SR-5' (1) ·
'0.1 mi E of Wickham Road ' (1) ·
'0.1 Mile East of A1A ' (1) ·
'0.2 MILE WEST OF US-1 ' (1) ·
'0.25mi W of S.R.-A1A ' (1) ·
'0.2MI E of LOXAHATCHEE RD' (1) ·
'0.2Mi S of COVE RD ' (1) ·
'0.3MI E of CONGRESS AVE. ' (1) ·
'0.5Mi E of A1A ' (1) ·
'0.7 mi south of PGA Blvd.' (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) ·
'1.1MI NW OF HIGH MEADOW ' (1) ·
'1.35Mi N of US-192 ' (1) ·
'4 miles west of SR 7 ' (1) ·
'A1A on Singer Island ' (1) ·
'A1A-Port Orange Relief ' (1) ·
'AT US-441 (SOUTHERN BLVD)' (1) ·
'AT US-441 SR-7 ' (1) ·
'Lake Worth Rd. at SR-7 ' (1) ·
'SR-44 - Callalisa Creek ' (1) ·
'SR-44 - Indian River ' (1) ·
'SR-7 & SR-80 intersection' (1) ·
'SR-A1A over Halifax River' (1)
Latitude 016:
26195316 (1) ·
26195370 (1) ·
26243117 (1) ·
26290244 (1) ·
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26332602 (1) ·
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28070604 (1) ·
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29073249 (1) ·
29083964 (1) ·
29085374 (1)
Longitude 017:
80022456 (1) ·
80022719 (1) ·
80025423 (1) ·
80050618 (1) ·
80061936 (1) ·
80065069 (1) ·
80072101 (1) ·
80072169 (1) ·
80074621 (1) ·
80074641 (1) ·
80081246 (1) ·
80101305 (1) ·
80101307 (1) ·
80105883 (1) ·
80111608 (1) ·
80111763 (1) ·
80120775 (1) ·
80120925 (1) ·
80121251 (1) ·
80121646 (1) ·
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80172828 (1) ·
80174285 (1) ·
80240703 (1) ·
80401763 (1) ·
80420110 (1) ·
80541414 (1) ·
80550332 (1) ·
80583172 (1) ·
80590233 (1) ·
81014619 (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 being eroded. River control devices and/or embankment have major damage. Trees and brush restrict the channel. (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:
Deterioration or initial disintegration, minor chloride contamination, cracking with some leaching, or spalls on concrete or masonry walls and slabs. Local minor scouring at curtain walls, wingwalls or pipes. Metal culverts have a smooth curvature, non-symmetrical shape, significant corrosion or moderate pitting. (1) ·
N/A (1) ·
No noticeable or noteworthy deficiencies which affect the condition of the culvert. Insignificant scrape marks caused by drift. (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: (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 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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