Drilldown: bridge data
From Indian River Lagoon Project
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- Event (169)
- News Link (111)
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- Waterbody (27)
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- definition (254)
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Use the filters below to narrow your results.
ObjectID:
County 003:
Place 004:
Route 005d:
Direction 005e:
Features 006a:
'C-18 Canal ' (1) ·
'C-51/WEST PALM BCH CANAL' (1) ·
'Donald Ross Road ' (1) ·
'Eau Gallie River ' (1) ·
'FL TPK (SR-91) ' (1) ·
'Halifax River ' (1) ·
'Hidden Valley Canal C15 ' (1) ·
'I 95 SR 9 ' (1) ·
'I-4 ' (1) ·
'Intracoastal Waterway ' (1) ·
'Lateral D Canal ' (1) ·
'LWDD E-4 CANAL ' (1) ·
'MAIN RELIEF CANAL ' (1) ·
'SALERNO CREEK ' (1) ·
'SR 91 TPK (PGA BV INT) ' (1) ·
'W.P.B. Canal (C-51) ' (1) ·
'WEST PALM BEACH CANAL ' (1) ·
'WPB CANAL C-51 ' (1)
Critical 006b:
Facility 007:
'66th Avenue ' (1) ·
'Apollo Boulevard ' (1) ·
'BINKS FOREST DRIVE' (1) ·
'CENTRE PARK BLVD. ' (1) ·
'CR-609 (82nd Ave.)' (1) ·
'CR-611 43RD AVE. ' (1) ·
'DIXIE HWY (A1A) ' (1) ·
'EB US 98 SR 80 ' (1) ·
'Enterprise Rd. ' (1) ·
'KIRK ROAD ' (1) ·
'NB I 95 SR 9 ' (1) ·
'NB I-95 ( SR-9 ) ' (1) ·
'Orange Avenue ' (1) ·
'Roebuck Road ' (1) ·
'SB I 95 SR 9 ' (1) ·
'SB I-95 ( SR-9 ) ' (1) ·
'SR-656 (17th St.) ' (1) ·
'SR-805 (Dixie Hwy)' (1) ·
'SR91 NB TPK 109.5 ' (1) ·
'SW 15TH AVE ' (1) ·
'US-1 (SR-5) ' (1) ·
'WB US 98 SR 80 ' (1)
Number 008:
705604 (1) ·
790191 (1) ·
794120 (1) ·
880077 (1) ·
884056 (1) ·
884098 (1) ·
884099 (1) ·
894041 (1) ·
930006 (1) ·
930373 (1) ·
930382 (1) ·
930383 (1) ·
930386 (1) ·
930387 (1) ·
930462 (1) ·
930539 (1) ·
931013 (1) ·
934283 (1) ·
934293 (1) ·
934461 (1) ·
934751 (1) ·
937715 (1)
Location 009:
'.75 miles South of SR-882' (1) ·
'0.2 Mi East of Australian' (1) ·
'0.25 Mi E of US-1 SR-5 ' (1) ·
'0.2MI W OF I-95 ' (1) ·
'0.3 mile South of SR 706 ' (1) ·
'0.4 Mi. W of SR-A1A ' (1) ·
'0.7Mi South of SR-60 ' (1) ·
'1.0 Mi West of Haverhill ' (1) ·
'1.9 Mi South of SR-60 ' (1) ·
'250ft North of SR-60 ' (1) ·
'Apollo Blvd - Eau Gallie ' (1) ·
'AT SALERNO ROAD AND A1A ' (1) ·
'AT SR-80 SOUTHERN BLVD ' (1) ·
'AT US-441 (SOUTHERN BLVD)' (1) ·
'Enterprise Rd. Over I-4 ' (1) ·
'I-95 / Donald Ross Rd ' (1) ·
'No. City Line Boca Raton ' (1) ·
'Palm Beach Garden Interch' (1) ·
'South of Ramp to SR 706 ' (1) ·
'SR 80 / I-95 Interchange ' (1)
Latitude 016:
26252016 (1) ·
26305150 (1) ·
26383999 (1) ·
26403385 (1) ·
26403455 (1) ·
26403700 (1) ·
26405713 (1) ·
26413718 (1) ·
26441137 (1) ·
26503846 (1) ·
26525862 (1) ·
26525996 (1) ·
26554700 (1) ·
26554800 (1) ·
27084441 (1) ·
27363546 (1) ·
27374280 (1) ·
27375640 (1) ·
27382201 (1) ·
28073710 (1) ·
28531327 (1) ·
29123122 (1)
Longitude 017:
80032221 (1) ·
80041085 (1) ·
80041853 (1) ·
80042598 (1) ·
80044272 (1) ·
80061380 (1) ·
80074066 (1) ·
80074402 (1) ·
80074716 (1) ·
80080612 (1) ·
80085515 (1) ·
80085650 (1) ·
80114936 (1) ·
80172828 (1) ·
80221680 (1) ·
80254872 (1) ·
80274780 (1) ·
80294615 (1) ·
80384610 (1) ·
81010006 (1) ·
81164575 (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:
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 not over waterway. (1)
Future 114:
Clearance 116:
Showing below up to 22 results in range #1 to #22.
