Drilldown: bridge data
From Indian River Lagoon Project
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ObjectID:
12250 (1) ·
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County 003:
Place 004:
Direction 005e:
Features 006a:
'Bulow Creek ' (1) ·
'C-37 Canal ' (1) ·
'Canal ' (1) ·
'Canal C-54 ' (1) ·
'Crane Creek Canal L-7 ' (1) ·
'Deep Ck. Diversion Cnl ' (1) ·
'Goat Creek ' (1) ·
'Halifax Canal ' (1) ·
'Halifax Canal Lateral ' (1) ·
'Halifax River ' (1) ·
'Lake Ashby Canal ' (1) ·
'LWDD CANAL E-1 ' (1) ·
'Melbourne Tillman Canal ' (1) ·
'Melbourne-Tillman Canal ' (1) ·
'Miller Creek ' (1) ·
'Reed Canal ' (1) ·
'Rose Bay Canal ' (1) ·
'Sebastian Canal ' (1) ·
'Sebastian Canal East ' (1) ·
'Sebastian Canal West ' (1) ·
'Spruce Creek ' (1) ·
'Sykes Creek ' (1) ·
'Tillman Canal ' (1) ·
'Tomoka River ' (1) ·
'Trib To Turnbull Creek ' (1) ·
'Turnbull Creek ' (1)
Critical 006b:
Facility 007:
'Americana Blvd. ' (1) ·
'Babcock Street ' (1) ·
'Center Avenue ' (1) ·
'CENTRAL PK BL S EB' (1) ·
'CENTRL PK BL S WB' (1) ·
'Emerson Drive ' (1) ·
'Fountainhead Blvd.' (1) ·
'Hurley Blvd ' (1) ·
'Jackson Street ' (1) ·
'Jupiter Blvd. ' (1) ·
'LPGA Blvd ' (1) ·
'Main Street ' (1) ·
'Malabar Rd ' (1) ·
'Maytown Road ' (1) ·
'Minton Road CR-509' (1) ·
'Orange Avenue ' (1) ·
'Patti Drive ' (1) ·
'Pioneer Trail ' (1) ·
'Pioneer Trail ' (1) ·
'Richland Ave ' (1) ·
'Saul Street ' (1) ·
'Sykes Creek Pkwy ' (1) ·
'Tadlock Ave. ' (1) ·
'Tomoka Farms Rd ' (1) ·
'Walter Boardman Ln' (1) ·
'Wilden Road ' (1) ·
'Williams Road ' (1)
Number 008:
704004 (1) ·
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Location 009:
'.05 mi N of Indian Rvr Co' (1) ·
'.15 mi W of Fleming Grant' (1) ·
'.7 mi S of Taylor Rd ' (1) ·
'.8 Mile North of SR-520 ' (1) ·
'0.1 mi E of Wickham Road ' (1) ·
'0.1 mi W of Fleming Grant' (1) ·
'0.15 mi East of Bay Drive' (1) ·
'0.2 mile East of US-1 ' (1) ·
'0.25 Mi E of US-1 SR-5 ' (1) ·
'0.25 mi N of Valkaria Rd ' (1) ·
'0.25 W of Turnbull Bay Rd' (1) ·
'0.4 mile East of SR-3 ' (1) ·
'0.4 Mile West of I-95 ' (1) ·
'0.9 mi E of Old Dixie Hwy' (1) ·
'1 mi N of Malabar Road ' (1) ·
'1 mi North of Malabar Rd ' (1) ·
'1 mi S of Malabar Rd ' (1) ·
'1.3 miles East of CR-415 ' (1) ·
'100 ft E of Minton Road ' (1) ·
'15ft. N of Pine Island Dr' (1) ·
'2.4 mi S of SR-9 ' (1) ·
'2.5 Miles West of CR-509 ' (1) ·
'3.5 miles East of SR-415 ' (1) ·
'4.8 miles East of SR-415 ' (1) ·
'8 mi South of Malabar Rd ' (1) ·
'At Intersection w LPGA BL' (1) ·
'At Reed Canal Road ' (1) ·
'AT US-441 (SR-7) ' (1) ·
'AT US-441 SR-7 ' (1) ·
'Canal View Blvd Intrsectn' (1)
Latitude 016:
26211596 (1) ·
26211635 (1) ·
27492427 (1) ·
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Longitude 017:
80121056 (1) ·
80312618 (1) ·
80312721 (1) ·
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80362615 (1) ·
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80384417 (1) ·
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81003691 (1) ·
81010006 (1) ·
81024737 (1) ·
81030053 (1) ·
81040532 (1) ·
81044532 (1) ·
81060638 (1) ·
81063403 (1) ·
81071865 (1)
Owner 022:
Built 027:
Traffic 029:
Service On 042a:
Service Under 042b: (Click arrow to add another value)
Kind 043a:
Type 043b:
Length 049:
Width 052:
Deck 058:
Superstructure 059:
Substructure 060: (Click arrow to add another value)
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 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:
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:
Future Year 115: (Click arrow to add another value)
Clearance 116:
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