Drilldown: bridge data
From Indian River Lagoon Project
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ObjectID:
County 003:
Place 004:
None (1) ·
58725 (1) ·
Boca Raton (1) ·
Boynton Beach (1) ·
Fort Pierce (1) ·
Indialantic (1) ·
Jupiter (1) ·
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Royal Palm Beach village (1) ·
South Daytona (1) ·
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Route 005d:
Direction 005e:
Features 006a:
'City St. & Crane Creek ' (1) ·
'Florida Turnpike (SR-91)' (1) ·
'FTPK & S Macedo Blvd. ' (1) ·
'Halifax River IWW ' (1) ·
'I 95 SR 9 ' (1) ·
'I-95 ' (1) ·
'Indian River EastRelief ' (1) ·
'Intracoastal Waterway ' (1) ·
'Lake Worth Relief ' (1) ·
'Lateral H Canal ' (1) ·
'Loxahatchee River ' (1) ·
'Reed Canal ' (1) ·
'RELIEF CANAL ' (1) ·
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'SR-40 ' (1) ·
'Ten Mile Creek ' (1) ·
'US-192 ' (1) ·
'West Palm Beach Canal ' (1) ·
'WPB Canal (C-51) ' (1) ·
Addison Canal (1) ·
Wickham Road (1)
Critical 006b:
Facility 007:
'53rd Street ' (1) ·
'Becker Rd. ' (1) ·
'Blue Heron Blvd ' (1) ·
'Clint Moore Road ' (1) ·
'CR-4009 ' (1) ·
'CR-613 (58TH AVE.)' (1) ·
'Crosstown Parkway ' (1) ·
'Forest Hill Blvd. ' (1) ·
'Hanley Rd. S 25th ' (1) ·
'I-95 ' (1) ·
'NB US-441 (SR-7) ' (1) ·
'Port St. John Pkwy' (1) ·
'SR 804 Boyton B B ' (1) ·
'SR 812 Lantana Rd ' (1) ·
'SR A1A ' (1) ·
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I-95 (1)
Number 008:
700006 (1) ·
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884083 (1) ·
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941001 (1) ·
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944018 (1)
Location 009:
'0.1Mi. E of Bayshore Blvd' (1) ·
'0.3 Mi. W of SE Bosko Dr ' (1) ·
'0.3MI S OF SR-60 ' (1) ·
'0.5mi. East of US-1 ' (1) ·
'1 Mi So. of SR-421 ' (1) ·
'1 mile N of SR 794 Yamato' (1) ·
'1 mile West of US 1 ' (1) ·
'1.1 Mile S of CR-611B ' (1) ·
'1.6 Miles East of 58th Av' (1) ·
'City of Jupiter ' (1) ·
'I-95 over SR-40 ' (1) ·
'I-95 over US-192 ' (1) ·
'Just west of I-95 ' (1) ·
'Lantana I 95 Interchange ' (1) ·
'Port St. John Pkwy - I-95' (1) ·
'SR-40 over IWW ' (1) ·
'SR-7 & SR-80 intersection' (1) ·
'SR-A1A East of ICWW ' (1) ·
'US-1 - Crane Cr & City St' (1) ·
'US-1 over Reed Canal ' (1) ·
'US-192 - Indian River Rel' (1) ·
I-95 over Addison Canal (1) ·
I-95 over Wickham Road (1)
Latitude 016:
26241735 (1) ·
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26351400 (1) ·
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29171420 (1)
Longitude 017:
80022352 (1) ·
80025351 (1) ·
80040850 (1) ·
80041600 (1) ·
80042314 (1) ·
80052130 (1) ·
80052390 (1) ·
80120775 (1) ·
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80251400 (1) ·
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80422199 (1) ·
80430700 (1) ·
80491650 (1) ·
80510650 (1) ·
80594278 (1) ·
81013690 (1) ·
81030614 (1) ·
81065740 (1)
Owner 022:
Built 027:
Traffic 029:
Service On 042a:
Service Under 042b:
Kind 043a:
Type 043b:
Length 049:
Width 052: (Click arrow to add another value)
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:
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 assessed or calculated scour condition. Scour is determined to be within the limits of footing or piles by assessment, 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 not over waterway. (1)
Future 114:
Clearance 116:
Showing below up to 23 results in range #1 to #23.
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