Drilldown: bridge data
From Indian River Lagoon Project
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- Event (169)
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- Waterbody (27)
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- bridge data (1468)
- definition (254)
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Use the filters below to narrow your results.
ObjectID:
County 003:
Place 004:
Direction 005e:
Features 006a:
'C-18 Canal ' (1) ·
'C-51 W.P.B. CANAL ' (1) ·
'CAMINO CANAL ' (1) ·
'CANAL E-1 ' (1) ·
'DRAINAGE CANAL ' (1) ·
'FPL Nuc Plant Disc Canal' (1) ·
'GARDEN CANAL ' (1) ·
'Hillsboro (L-14) Canal ' (1) ·
'HILLSBORO L-14 CANAL ' (1) ·
'KELLER (E-4) CANAL ' (1) ·
'LWDD E-1 CANAL ' (1) ·
'Reed Canal ' (1) ·
'Salerno Creek ' (1) ·
'Troup Indiantown Canal ' (1)
Critical 006b:
Facility 007:
'2nd AVENUE NORTH ' (1) ·
'ARMONE PLACE ' (1) ·
'CAMINO GARDENS BL ' (1) ·
'CAMINO GARDENS BLV' (1) ·
'CR-880 ' (1) ·
'CR726(CITRUS BLVD)' (1) ·
'DUDA ROAD ' (1) ·
'Loxahatchee Rvr Rd' (1) ·
'Saul Street ' (1) ·
'SE Ebbtide Ave. ' (1) ·
'SPANISH ISLES BLVD' (1) ·
'SR A1A ' (1) ·
'SR-715 ' (1) ·
'US-98 SR700 US441 ' (1)
Number 008:
796518 (1) ·
894053 (1) ·
894055 (1) ·
930465 (1) ·
930471 (1) ·
930910 (1) ·
934179 (1) ·
934364 (1) ·
934489 (1) ·
934519 (1) ·
934905 (1) ·
935206 (1) ·
935207 (1) ·
940085 (1)
Location 009:
'0.1MI E of SW 9TH AVE ' (1) ·
'0.2 MILE E OF SW 9TH AVE ' (1) ·
'0.25 Mile N of Center St.' (1) ·
'0.2MI E OF US-441 (SR-7) ' (1) ·
'0.4MI N of COVE ROAD ' (1) ·
'0.5Mi E of SR807 Congress' (1) ·
'1.2 Miles East of SR-710 ' (1) ·
'7.7Mi W OF SR-80 ' (1) ·
'ADJ. TO N. SIDE OF SR-880' (1) ·
'At Reed Canal Road ' (1) ·
'AT SR-7 US-441 ' (1) ·
'Belle Glade 1Mi W SR-80 ' (1) ·
'SR AIA FPL Nuc Plt Disc ' (1) ·
'SR-700 CANAL POINT ' (1)
Latitude 016:
Longitude 017:
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: (Click arrow to add another value)
Channel 061:
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:
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 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:
Showing below up to 14 results in range #1 to #14.
