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:
'Bulow Creek ' (1) ·
'C-51 CANAL ' (1) ·
'C. Stanley Weaver Canal ' (1) ·
'CYPRESS CREEK ' (1) ·
'Deep Ck. Diversion Cnl ' (1) ·
'DRAINAGE CANAL ' (1) ·
'FORK OF ST. LUCIE RIVER ' (1) ·
'Goat Creek ' (1) ·
'Halifax River ' (1) ·
'Lake Ashby Canal ' (1) ·
'Lateral A Canal ' (1) ·
'LOXAHATCHEE RIV NW FORK ' (1) ·
'LWDD LATERAL 14 CANAL ' (1) ·
'Main Relief Canal ' (1) ·
'WARNER CREEK ' (1) ·
'WILLOUGHBY CREEK ' (1)
Critical 006b:
Facility 007:
'27th Street ' (1) ·
'CR-630 (41st St.) ' (1) ·
'CR-880 ' (1) ·
'DIXIE HIGHWAY ' (1) ·
'FLYING COW ROAD ' (1) ·
'INDIAN STREET ' (1) ·
'ISLAND WAY ' (1) ·
'Maytown Road ' (1) ·
'MILITARY TR. NB ' (1) ·
'MILITARY TR. SB ' (1) ·
'MILITARY TRAIL ' (1) ·
'Orange Avenue ' (1) ·
'PALMWOOD ROAD ' (1) ·
'PRIMA VISTA BLVD. ' (1) ·
'Tadlock Ave. ' (1) ·
'Walter Boardman Ln' (1)
Number 008:
704191 (1) ·
794120 (1) ·
794126 (1) ·
794139 (1) ·
794141 (1) ·
884077 (1) ·
884104 (1) ·
890113 (1) ·
894040 (1) ·
894044 (1) ·
930351 (1) ·
934136 (1) ·
934292 (1) ·
934318 (1) ·
934934 (1) ·
934935 (1) ·
944012 (1)
Location 009:
'0.1MI N of DONALD ROSS RD' (1) ·
'0.25 Mi E of US-1 SR-5 ' (1) ·
'0.25 mi N of Valkaria Rd ' (1) ·
'0.5Mi N of PLMBCH CO LINE' (1) ·
'0.7MI E of DIXIE HWY A1A ' (1) ·
'0.7Mi N OF SR-804 ' (1) ·
'0.9 mi E of Old Dixie Hwy' (1) ·
'0.9 MI W OF US-1 ' (1) ·
'0.9MI S OF SR-802 ' (1) ·
'1.2Mi. E of Savannah Rd. ' (1) ·
'130ft. S of Aviation Blvd' (1) ·
'3.5 miles East of SR-415 ' (1) ·
'4.1Mi W OF SR-80 ' (1) ·
'4.8 miles East of SR-415 ' (1) ·
'At CR-615 (66th Avenue) ' (1) ·
'AT SR-80 ' (1)
Latitude 016:
Longitude 017:
Owner 022: (Click arrow to add another value)
Built 027:
Traffic 029:
Service On 042a:
Service Under 042b:
Kind 043a: (Click arrow to add another value)
Type 043b:
Length 049:
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)
Culvert 062:
Inspect Date 090:
Direction 102:
Rebuilt 106:
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)
Future 114:
Clearance 116:
Showing below up to 17 results in range #1 to #17.
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