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:
Route 005d: (Click arrow to add another value)
Direction 005e:
Features 006a:
'C-23 CANAL ' (1) ·
'C-51 Canal ' (1) ·
'Cambridge Canal ' (1) ·
'Canal ' (1) ·
'Deep Ck. Diversion Cnl ' (1) ·
'E-2 Canal ' (1) ·
'Eau Gallie River ' (1) ·
'L-19 Canal ' (1) ·
'L-5 Canal ' (1) ·
'Lake Ashby Canal ' (1) ·
'M CANAL ' (1) ·
'Main Relief Canal ' (1) ·
'PAHOKEE DRAIN CANAL M-2 ' (1) ·
'Reed Canal ' (1) ·
'S-5 Discharge Canal ' (1) ·
'SR-91 (FL TURNPIKE) ' (1) ·
'Sweetwater Branch ' (1)
Critical 006b:
Facility 007:
'34th Avenue ' (1) ·
'Apollo Boulevard ' (1) ·
'CITRUS BLVD. ' (1) ·
'HATTON HIGHWAY ' (1) ·
'Hatton Road ' (1) ·
'Island Drive ' (1) ·
'Lake Ashby Road ' (1) ·
'Levee Road ' (1) ·
'Maytown Road ' (1) ·
'Oak Lea Drive ' (1) ·
'Park Road ' (1) ·
'SEMINOLE/PRATTWHT.' (1) ·
'Service Road ' (1) ·
'ST LUCIE W BLVD WB' (1) ·
'Taylor Rd ' (1) ·
'Trailwood Drive ' (1)
Number 008:
705604 (1) ·
794010 (1) ·
794139 (1) ·
794141 (1) ·
794146 (1) ·
796414 (1) ·
796548 (1) ·
885813 (1) ·
894060 (1) ·
930801 (1) ·
930802 (1) ·
930803 (1) ·
930804 (1) ·
930807 (1) ·
930808 (1) ·
930811 (1) ·
934151 (1) ·
934517 (1) ·
934552 (1) ·
934553 (1) ·
936656 (1) ·
949901 (1)
Location 009:
'.1 Mile W of US-A1A ' (1) ·
'0.1MI W OF BAYSHORE BLVD.' (1) ·
'0.2 mi East of SR-421 ' (1) ·
'0.25Mi S/O Wiltshire Blvd' (1) ·
'0.2MILE S OF SW BECKER RD' (1) ·
'0.3 Miles North of SR 60 ' (1) ·
'0.4 mi N. of SR-80 ' (1) ·
'0.6 Mile West of US-27 ' (1) ·
'1 Mi. S of US-441 ' (1) ·
'1.0 Mi South of CR-827 ' (1) ·
'1.2MI S OF US-98 ' (1) ·
'10ft. S/O Reed Canal Rd ' (1) ·
'14.8 Mi West of US-27 ' (1) ·
'2.6MI W OF SEMINOLE PRATT' (1) ·
'200ft. East of SR-415 ' (1) ·
'21.0 Mi North of US-27 ' (1) ·
'3.5 miles East of SR-415 ' (1) ·
'4.8 miles East of SR-415 ' (1) ·
'4MI N OF OKEECHOBEE BLVD.' (1) ·
'6.0 Mi. West of US-27 ' (1) ·
'6.3MI S of SoBay at US-27' (1) ·
'Apollo Blvd - Eau Gallie ' (1)
Latitude 016:
26195649 (1) ·
26200070 (1) ·
26200200 (1) ·
26284041 (1) ·
26323521 (1) ·
26342300 (1) ·
26354162 (1) ·
26410344 (1) ·
26410978 (1) ·
26424000 (1) ·
26455392 (1) ·
26470110 (1) ·
27122000 (1) ·
27190428 (1) ·
27383371 (1) ·
28073710 (1) ·
28504614 (1) ·
28504680 (1) ·
28563087 (1) ·
29060108 (1) ·
29062471 (1) ·
29093016 (1)
Longitude 017:
80024595 (1) ·
80102658 (1) ·
80182538 (1) ·
80210453 (1) ·
80221900 (1) ·
80222755 (1) ·
80251340 (1) ·
80324800 (1) ·
80325180 (1) ·
80331600 (1) ·
80380610 (1) ·
80384610 (1) ·
80423700 (1) ·
80423874 (1) ·
80462658 (1) ·
80492277 (1) ·
80591575 (1) ·
81001126 (1) ·
81012325 (1) ·
81044532 (1) ·
81060638 (1) ·
81060951 (1)
Owner 022:
Built 027:
Traffic 029:
Service On 042a: (Click arrow to add another value)
Service Under 042b:
Kind 043a:
Type 043b:
Length 049:
Width 052:
Deck 058:
Superstructure 059: (Click arrow to add another value)
Substructure 060:
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) ·
N/A (1) ·
No noticeable or noteworthy deficiencies which affect the condition of the channel. (1)
Culvert 062:
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 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:
Clearance 116:
Showing below up to 22 results in range #1 to #22.
