Drilldown: bridge data
From Indian River Lagoon Project
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ObjectID:
12265 (1) ·
12266 (1) ·
12274 (1) ·
12275 (1) ·
12278 (1) ·
12285 (1) ·
12286 (1) ·
13770 (1) ·
13778 (1) ·
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13780 (1) ·
13781 (1) ·
13791 (1) ·
13806 (1) ·
13807 (1) ·
13809 (1) ·
13810 (1) ·
13812 (1) ·
13814 (1) ·
13815 (1) ·
13816 (1) ·
13817 (1) ·
17894 (1) ·
17912 (1) ·
17916 (1) ·
18780 (1)
County 003:
Place 004:
Route 005d:
Direction 005e:
Features 006a:
'B-19 Canal ' (1) ·
'Brando Canal ' (1) ·
'C-1 Canal ' (1) ·
'C-37 Canal ' (1) ·
'Canal ' (1) ·
'Crane Creek Canal L-7 ' (1) ·
'F.E.C. Railroad ' (1) ·
'FPL Cooling Disch. Canal' (1) ·
'FPL Cooling Intake Canal' (1) ·
'Gabordy's Canal ' (1) ·
'Halifax Canal ' (1) ·
'Halifax Canal Lateral ' (1) ·
'Indian River ' (1) ·
'Indian River Relief ' (1) ·
'Melbourne Tillman Canal ' (1) ·
'Melbourne-Tillman Canal ' (1) ·
'Nova Canal ' (1) ·
'Reed Canal ' (1) ·
'Rose Bay Canal ' (1) ·
'Yacht Club Cut ' (1)
Critical 006b:
Facility 007:
'Americana Blvd. ' (1) ·
'Barracuda Blvd. ' (1) ·
'Barwick Rd. ' (1) ·
'Barwick Road ' (1) ·
'Center Avenue ' (1) ·
'Emerson Drive ' (1) ·
'Fifth Street ' (1) ·
'Fort Florida Road ' (1) ·
'Fountainhead Blvd.' (1) ·
'Harrison Street ' (1) ·
'Hurley Blvd ' (1) ·
'Jackson Street ' (1) ·
'Jupiter Blvd. ' (1) ·
'Magnolia St. ' (1) ·
'Main Street ' (1) ·
'Oak Lea Drive ' (1) ·
'Palm Bay Parkway ' (1) ·
'Reed Ca Prk Ent Rd' (1) ·
'Riverside Dr ' (1) ·
'Robt J Conla Bl EB' (1) ·
'Robt J Conla Bl WB' (1) ·
'Saul Street ' (1) ·
'Service Road ' (1) ·
'Willow Run Blvd. ' (1) ·
'Woodcliff Drive ' (1)
Number 008:
704048 (1) ·
704150 (1) ·
704151 (1) ·
705100 (1) ·
705603 (1) ·
705906 (1) ·
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705918 (1) ·
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705924 (1) ·
794042 (1) ·
794076 (1) ·
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795001 (1) ·
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795729 (1) ·
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796500 (1) ·
796518 (1) ·
796548 (1)
Location 009:
'.2mi W of Clyde Morris Bl' (1) ·
'0.1 mi E of Wickham Road ' (1) ·
'0.13mi NW from N Causeway' (1) ·
'0.1MI E of Riveredge Blvd' (1) ·
'0.1mi E of Riverside Dr ' (1) ·
'0.1Mi S of LPGA Blvd ' (1) ·
'0.2 mile East of US-1 ' (1) ·
'0.2 mile west of US-17 ' (1) ·
'0.26 Mi South of Pace Dr.' (1) ·
'1 mi N of Malabar Road ' (1) ·
'1 mi North of Malabar Rd ' (1) ·
'1 mi S of Malabar Rd ' (1) ·
'1.35 mi North of SR-516 ' (1) ·
'100 ft E of Minton Road ' (1) ·
'10ft. East of Nova Road ' (1) ·
'10ft. S/O Reed Canal Rd ' (1) ·
'200ft. S of 10th Street ' (1) ·
'At Intersection w LPGA BL' (1) ·
'At Reed Canal Road ' (1) ·
'Canal View Blvd Intrsectn' (1) ·
'Intrsect w Reed Canal Rd ' (1)
Latitude 016:
27591529 (1) ·
28003971 (1) ·
28004758 (1) ·
28004870 (1) ·
28004888 (1) ·
28031126 (1) ·
28031144 (1) ·
28070604 (1) ·
28211812 (1) ·
28370440 (1) ·
28504313 (1) ·
28504314 (1) ·
28512260 (1) ·
28512261 (1) ·
29001730 (1) ·
29004760 (1) ·
29020655 (1) ·
29063307 (1) ·
29073249 (1) ·
29081340 (1) ·
29092052 (1) ·
29092945 (1) ·
29093016 (1) ·
29110190 (1) ·
29143174 (1) ·
29144556 (1)
Longitude 017:
80353497 (1) ·
80353508 (1) ·
80384417 (1) ·
80401747 (1) ·
80401763 (1) ·
80414817 (1) ·
80424640 (1) ·
80432415 (1) ·
80441510 (1) ·
80480991 (1) ·
80545000 (1) ·
80545465 (1) ·
80545924 (1) ·
80581706 (1) ·
81001126 (1) ·
81002850 (1) ·
81003691 (1) ·
81005885 (1) ·
81014619 (1) ·
81014689 (1) ·
81021145 (1) ·
81030053 (1) ·
81193011 (1) ·
81193143 (1) ·
81193156 (1) ·
81193290 (1)
Owner 022: (Click arrow to add another value)
Built 027:
Traffic 029:
Traffic Year 030: (Click arrow to add another value)
Service On 042a:
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) ·
N/A (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) ·
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:
Future Year 115: (Click arrow to add another value)
Clearance 116:
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