Drilldown: bridge data
From Indian River Lagoon Project
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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:
'11th Street Canal ' (1) ·
'Brando Canal ' (1) ·
'Bulow Creek ' (1) ·
'Cambridge Canal ' (1) ·
'Canal ' (1) ·
'Deep Ck. Diversion Cnl ' (1) ·
'E-2 Canal ' (1) ·
'F.E.C. Railroad ' (1) ·
'FPL Cooling Disch. Canal' (1) ·
'FPL Cooling Intake Canal' (1) ·
'Gabordy's Canal ' (1) ·
'Goat Creek ' (1) ·
'Groover Creek ' (1) ·
'Halifax Canal Lateral ' (1) ·
'Indian River ' (1) ·
'Lake Ashby Canal ' (1) ·
'LATERAL E DRAIN CANAL ' (1) ·
'Little Cow Creek ' (1) ·
'Melbourne-Tillman Canal ' (1) ·
'OKEECHOBEE BLVD ' (1) ·
'Pluckebaum Canal ' (1) ·
'Reed Canal ' (1) ·
'Rose Bay Canal ' (1) ·
'Samsula Canal ' (1) ·
'Sebastian Canal ' (1) ·
'Sebastian Canal East ' (1) ·
'Sebastian Canal West ' (1) ·
'SFC DIST CANAL NO 1 ' (1) ·
'Sykes Creek ' (1) ·
'Tomoka River ' (1) ·
'Trib To Turnbull Creek ' (1) ·
'Turnbull Creek (East) ' (1) ·
'Turnbull Creek (West) ' (1) ·
'WEST PALM BEACH CANAL ' (1) ·
'Yacht Club Cut ' (1)
Critical 006b:
Facility 007:
'27TH STREET ' (1) ·
'AUSTRALIAN AVE NB ' (1) ·
'Barracuda Blvd. ' (1) ·
'Cow Creek Road ' (1) ·
'Emerson Drive ' (1) ·
'Fifth Street ' (1) ·
'Fort Florida Road ' (1) ·
'HARRIS RD ' (1) ·
'Harrison Street ' (1) ·
'Hatton Road ' (1) ·
'Hunting Camp Road ' (1) ·
'Hurley Blvd ' (1) ·
'Jackson Street ' (1) ·
'Lake Ashby Road ' (1) ·
'LPGA Blvd ' (1) ·
'Magnolia St. ' (1) ·
'Main Street ' (1) ·
'Maytown Road ' (1) ·
'MERCER AVE ' (1) ·
'Micco Rd. ' (1) ·
'Oak Lea Drive ' (1) ·
'Patti Drive ' (1) ·
'Range Rd ' (1) ·
'Robt J Conla Bl EB' (1) ·
'Robt J Conla Bl WB' (1) ·
'S. Burnett Rd ' (1) ·
'Samsula Drive ' (1) ·
'Sea Ray Drive ' (1) ·
'Sykes Creek Pkwy ' (1) ·
'Tadlock Ave. ' (1) ·
'Trailwood Drive ' (1) ·
'Tymber Creek Road ' (1) ·
'Volco Road ' (1) ·
'Walter Boardman Ln' (1) ·
'Wilden Road ' (1) ·
'Williams Road ' (1) ·
'Williamson Blvd ' (1)
Number 008:
Location 009:
'.15 mi W of Fleming Grant' (1) ·
'.8 Mile North of SR-520 ' (1) ·
'0.1 mi W of Fleming Grant' (1) ·
'0.13mi NW from N Causeway' (1) ·
'0.1MI E of Riveredge Blvd' (1) ·
'0.1mi E of Riverside Dr ' (1) ·
'0.2 mile East of US-1 ' (1) ·
'0.2 MILE WEST OF US-1 ' (1) ·
'0.2 mile west of US-17 ' (1) ·
'0.25 mi N of Valkaria Rd ' (1) ·
'0.25 W of Turnbull Bay Rd' (1) ·
'0.25Mi S/O Wiltshire Blvd' (1) ·
'0.4 Mile West of I-95 ' (1) ·
'0.5MI EAST OF I-95 ' (1) ·
'0.6 Mile South of SR-442 ' (1) ·
'0.75 Mi. South of SR-520 ' (1) ·
'0.9 mi E of Old Dixie Hwy' (1) ·
'1 mi North of Malabar Rd ' (1) ·
'1 mi S of Malabar Rd ' (1) ·
'1 Mi. S of US-441 ' (1) ·
'1.0 mi. S of SR-44 ' (1) ·
'1.3 miles South of SR-44 ' (1) ·
'1.35 mi North of SR-516 ' (1) ·
'1.4 miles North of US-92 ' (1) ·
'1.6 miles North of SR-40 ' (1) ·
'1.9mi W of N Banana Ri Dr' (1) ·
'10ft. S/O Reed Canal Rd ' (1) ·
'15ft. N of Pine Island Dr' (1) ·
'2 mi West of US-1 ' (1) ·
'200ft. East of SR-415 ' (1) ·
'200ft. S of 10th Street ' (1) ·
'250FT N of BELVEDERE RD ' (1) ·
'3.0 Miles West of US-1 ' (1) ·
'3.3 Miles West of US-1 ' (1) ·
'3.5 miles East of SR-415 ' (1) ·
'4.8 miles East of SR-415 ' (1) ·
'At Pluckebaum Rd ' (1) ·
'AT TEDDAR ROAD ' (1) ·
'Canal View Blvd Intrsectn' (1)
Latitude 016:
Longitude 017:
Owner 022:
Built 027:
Traffic 029:
100 (1) ·
1000 (1) ·
1052 (1) ·
1091 (1) ·
1139 (1) ·
1200 (1) ·
1202 (1) ·
12304 (1) ·
14168 (1) ·
143 (1) ·
1711 (1) ·
172 (1) ·
200 (1) ·
2165 (1) ·
24000 (1) ·
25 (1) ·
274 (1) ·
3012 (1) ·
3025 (1) ·
322 (1) ·
3245 (1) ·
3500 (1) ·
3600 (1) ·
401 (1) ·
43 (1) ·
450 (1) ·
463 (1) ·
4959 (1) ·
5458 (1) ·
594 (1) ·
605 (1) ·
6193 (1) ·
6493 (1) ·
6724 (1) ·
742 (1) ·
75 (1) ·
7896 (1) ·
883 (1)
Traffic Year 030: (Click arrow to add another value)
Service On 042a: (Click arrow to add another value)
Service Under 042b:
Kind 043a:
Type 043b:
Length 049:
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 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) ·
Bridge closed because of channel failure. Corrective action may put back in light service. (1) ·
N/A (1) ·
No noticeable or noteworthy deficiencies which affect the condition of the channel. (1)
Culvert 062:
Deterioration or initial disintegration, minor chloride contamination, cracking with some leaching, or spalls on concrete or masonry walls and slabs. Local minor scouring at curtain walls, wingwalls or pipes. Metal culverts have a smooth curvature, non-symmetrical shape, significant corrosion or moderate pitting. (1) ·
Moderate to major deterioration or disintegration, extensive cracking and leaching or spalls on concrete or masonry walls and slabs. Minor settlement or misalignment. Noticeable scouring or erosion at curtain walls, wingwalls or pipes. Metal culverts have significant distortion and deflection in one section, significant corrosion or deep pitting (1) ·
N/A (1) ·
No noticeable or noteworthy deficiencies which affect the condition of the culvert. Insignificant scrape marks caused by drift. (1) ·
Shrinkage cracks, light scaling and insignificant spalling which does not expose reinforcing steel. Insignificant damage caused by drift with no misalignment and not requiring corrective action. Some minor scouring has occured near curtain walls, wingwalls or pipes. Metal culverts have a smooth symmetrical curvature with superficial corrosion and no pitting. (1)
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) ·
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:
1000 (1) ·
1050 (1) ·
1068 (1) ·
1272 (1) ·
1320 (1) ·
1378 (1) ·
1379 (1) ·
1390 (1) ·
1440 (1) ·
165 (1) ·
17143 (1) ·
200 (1) ·
2070 (1) ·
208 (1) ·
21347 (1) ·
2620 (1) ·
29 (1) ·
317 (1) ·
3494 (1) ·
373 (1) ·
3927 (1) ·
400 (1) ·
41640 (1) ·
485 (1) ·
52 (1) ·
5205 (1) ·
560 (1) ·
6001 (1) ·
6073 (1) ·
6246 (1) ·
6604 (1) ·
7157 (1) ·
719 (1) ·
7800 (1) ·
781 (1) ·
7857 (1) ·
898 (1) ·
91 (1) ·
9128 (1)
Clearance 116:
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