Drilldown: bridge data
From Indian River Lagoon Project
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- Event (169)
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- definition (254)
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Use the filters below to narrow your results.
ObjectID:
County 003:
Place 004:
Direction 005e:
Features 006a:
'C-51 Canal ' (1) ·
'C-51 W.P.B. CANAL ' (1) ·
'CANAL E-84 ' (1) ·
'Earman River (C-17) ' (1) ·
'Hidden Valley Canal C15 ' (1) ·
'HILLSBORO L-14 CANAL ' (1) ·
'Indian River Relief ' (1) ·
'N Fork Loxahatchee River' (1) ·
'SFWMD C-15 CANAL ' (1) ·
'SR 802 LAKE WORTH RD ' (1) ·
'SR 808 GLADES RD ' (1) ·
'SR 882 Forest Hill Blvd ' (1) ·
'SR 91 TPK ' (1) ·
'SR 91 TPK(FT PIERCE INT)' (1) ·
'SR-91 N/S TPK ' (1) ·
'US-192 ' (1)
Critical 006b:
Facility 007:
'Benoist Farms Rd ' (1) ·
'BRANT DR/CARL BOTT' (1) ·
'CR712 MDWYRD 150.3' (1) ·
'DARWIN BLVD ' (1) ·
'I 95 SR 9 ' (1) ·
'I-95 ' (1) ·
'NW 5TH STREET ' (1) ·
'Service Road ' (1) ·
'SR91 N/S TPK 75.92' (1) ·
'SR91 N/S TPK 93.3 ' (1) ·
'SR91 On/Off Rmp106' (1) ·
'SR91 SB TPK 152.9 ' (1) ·
'TEQUESTA DRIVE ' (1) ·
'US-1 (SR-5) ' (1) ·
'US-98 SR700 US441 ' (1)
Number 008:
700209 (1) ·
704048 (1) ·
930003 (1) ·
930006 (1) ·
930030 (1) ·
930294 (1) ·
930416 (1) ·
930465 (1) ·
931001 (1) ·
931011 (1) ·
934711 (1) ·
935501 (1) ·
936776 (1) ·
940050 (1) ·
940053 (1) ·
945262 (1)
Location 009:
'.2MI S of LINDELL BLVD ' (1) ·
'0.2 mile East of US-1 ' (1) ·
'0.4 MI W of SR-7 (US-441)' (1) ·
'0.5Mi S of PAAR DRIVE ' (1) ·
'1.2MI. W of US-1 ' (1) ·
'2.0 MILES N OF SR 812 ' (1) ·
'2.6 MI S OF FT PIER INTCH' (1) ·
'Benoist Farms Rd at SR-80' (1) ·
'FT PIERCE INTERCHANGE ' (1) ·
'I-95 / SR 882 ' (1) ·
'I-95 over US-192 ' (1) ·
'Just North of SR-850 ' (1) ·
'No. City Line Boca Raton ' (1) ·
'SR-700 CANAL POINT ' (1) ·
'SR-710 TPK Interchange ' (1) ·
'SR-91 FL TPK OVER SR-808 ' (1)
Latitude 016:
Longitude 017:
Owner 022:
Built 027:
Traffic 029:
Service On 042a:
Service Under 042b:
Kind 043a:
Type 043b:
Length 049: (Click arrow to add another value)
Width 052:
Deck 058:
Superstructure 059:
Substructure 060:
Channel 061:
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) ·
N/A (1)
Culvert 062:
Inspect Date 090:
Direction 102: (Click arrow to add another value)
Deck Type 107:
Scour 113:
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:
118848 (1) ·
136198 (1) ·
14054 (1) ·
15000 (1) ·
185298 (1) ·
20300 (1) ·
23596 (1) ·
27413 (1) ·
353 (1) ·
392110 (1) ·
4000 (1) ·
4511 (1) ·
45978 (1) ·
53785 (1) ·
5552 (1) ·
7980 (1)
Clearance 116:
Showing below up to 16 results in range #1 to #16.
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