Drilldown: bridge data
From Indian River Lagoon Project
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ObjectID:
12273 (1) ·
13757 (1) ·
13763 (1) ·
13803 (1) ·
13804 (1) ·
15192 (1) ·
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15273 (1) ·
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16006 (1) ·
16102 (1) ·
17911 (1) ·
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19530 (1)
County 003:
Place 004:
Direction 005e:
Features 006a:
'Blue Cypress Marsh ' (1) ·
'BRANCH OF ICWW ' (1) ·
'BRANCH OF INDIAN RIVER ' (1) ·
'CANAL ' (1) ·
'COLLIER CREEK ' (1) ·
'CORAL GARDENS OUTFALL ' (1) ·
'Crane Creek ' (1) ·
'Drainage Ditch ' (1) ·
'Little Haw Swamp ' (1) ·
'LWDD E-1 CANAL ' (1) ·
'LWDD LATERAL 14 CANAL ' (1) ·
'M CANAL ' (1) ·
'Miller Creek ' (1) ·
'MOORES CREEK ' (1) ·
'PERENNIAL CANAL ' (1) ·
'Range Line Canal ' (1) ·
'Rowland Canal ' (1) ·
'Samsula Canal ' (1) ·
'SCOTTS CANAL ' (1) ·
'St. John's Marsh ' (1) ·
'St. Johns Marsh ' (1) ·
'Sweetwater Creek ' (1) ·
'Trib to Spruce Creek ' (1) ·
'WEST PALM BEACH CANAL ' (1)
Critical 006b:
Facility 007:
'16th Street ' (1) ·
'CENTRE PK. DR. N. ' (1) ·
'Dubber Road ' (1) ·
'FLEMING STREET ' (1) ·
'Hunting Camp Road ' (1) ·
'HURON WAY ' (1) ·
'ISLAND RD. ' (1) ·
'JUPITER BEACH RD ' (1) ·
'LYONS ROAD ' (1) ·
'MONET ROAD ' (1) ·
'NORTH 2ND STREET ' (1) ·
'PARK COMMERCE BLVD' (1) ·
'Samsula Drive ' (1) ·
'SE HARBOR ISLAND ' (1) ·
'SEMINOLE/PRATTWHT.' (1) ·
'SPANISH ISLES BLVD' (1) ·
'Spotted Fawn Way ' (1) ·
'SR-60 EB ' (1) ·
'SR-60 WB ' (1) ·
'STAR ISLAND WAY ' (1) ·
'Tomoka Farms Rd ' (1) ·
'Truck Trail #12 ' (1) ·
'West Farms Road ' (1)
Number 008:
704203 (1) ·
705601 (1) ·
790800 (1) ·
794008 (1) ·
794019 (1) ·
794045 (1) ·
794184 (1) ·
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945000 (1)
Location 009:
'.25 Mi E of AUSTRALIAN ' (1) ·
'.7 mi S of Taylor Rd ' (1) ·
'0.1 Mi North of Taylor Rd' (1) ·
'0.1Mi E of ONTARIO DRIVE ' (1) ·
'0.2 MI N OF ORANGE AVE. ' (1) ·
'0.2MI E OF A1A ' (1) ·
'0.2Mi E of GOMEZ AVE. ' (1) ·
'0.2MI E OF PROSPERITY FM ' (1) ·
'0.2MI E OF US-441 (SR-7) ' (1) ·
'0.3Mi E of GOMEZ AVE. ' (1) ·
'0.3MI N of CR 512 ' (1) ·
'0.4 MILE N OF SR-710 ' (1) ·
'0.8MI N OF LANTANA ROAD ' (1) ·
'0.9 Mi North of CR-4118 ' (1) ·
'1.0 mi. S of SR-44 ' (1) ·
'1.0 Mile West of SR-710 ' (1) ·
'1.3 miles South of SR-44 ' (1) ·
'100 ft West of Ruffner Rd' (1) ·
'100FT Eof SEWALLS PT. RD.' (1) ·
'11.6Mi. E of SR-91 (TPK) ' (1) ·
'12.1Mi. E of SR-91 (TPK) ' (1) ·
'4MI N OF OKEECHOBEE BLVD.' (1) ·
'At 74th Avenue ' (1) ·
'At Lake Washington Rd ' (1) ·
'Lake George Conservation ' (1)
Latitude 016:
26240578 (1) ·
26360809 (1) ·
26414389 (1) ·
26455392 (1) ·
26501416 (1) ·
26535784 (1) ·
26561862 (1) ·
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27270218 (1) ·
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29032507 (1) ·
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29153934 (1)
Longitude 017:
80040825 (1) ·
80042000 (1) ·
80042221 (1) ·
80080433 (1) ·
80080562 (1) ·
80111512 (1) ·
80112200 (1) ·
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80193068 (1) ·
80284500 (1) ·
80285590 (1) ·
80291127 (1) ·
80373635 (1) ·
80424100 (1) ·
80430030 (1) ·
80433190 (1) ·
80433200 (1) ·
81022736 (1) ·
81025853 (1) ·
81040532 (1) ·
81040663 (1) ·
81040678 (1) ·
81211913 (1)
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 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)
Culvert 062: (Click arrow to add another value)
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 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:
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