Drilldown: bridge data
From Indian River Lagoon Project
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ObjectID:
12250 (1) ·
12254 (1) ·
12256 (1) ·
12260 (1) ·
12275 (1) ·
12285 (1) ·
12286 (1) ·
13757 (1) ·
13761 (1) ·
13769 (1) ·
13773 (1) ·
13778 (1) ·
13779 (1) ·
13780 (1) ·
13781 (1) ·
13786 (1) ·
13792 (1) ·
13793 (1) ·
13796 (1) ·
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13798 (1) ·
13799 (1) ·
13804 (1) ·
13809 (1) ·
13810 (1) ·
13814 (1) ·
13816 (1)
Status: (Click arrow to add another value)
County 003:
Place 004:
Direction 005e:
Features 006a:
'11th Street Canal ' (1) ·
'B-19 Canal ' (1) ·
'Brando Canal ' (1) ·
'C-37 Canal ' (1) ·
'Canal ' (1) ·
'Deep Ck. Diversion Cnl ' (1) ·
'Drainage Canal ' (1) ·
'FPL Cooling Disch. Canal' (1) ·
'FPL Cooling Intake Canal' (1) ·
'Halifax River ' (1) ·
'Lake Ashby Canal ' (1) ·
'Melbourne-Tillman Canal ' (1) ·
'Miller Creek ' (1) ·
'Reed Canal ' (1) ·
'Samsula Canal ' (1) ·
'Sebastian Canal ' (1) ·
'Sebastian Canal West ' (1) ·
'Tomoka River ' (1) ·
'Trib To Turnbull Creek ' (1) ·
'Turnbull Creek (East) ' (1) ·
'Turnbull Creek (West) ' (1) ·
'Yacht Club Cut ' (1)
Critical 006b:
Facility 007:
'Americana Blvd. ' (1) ·
'Barracuda Blvd. ' (1) ·
'Barwick Rd. ' (1) ·
'Barwick Road ' (1) ·
'Emerson Drive ' (1) ·
'Fifth Street ' (1) ·
'Fort Florida Road ' (1) ·
'Hunting Camp Road ' (1) ·
'Hurley Blvd ' (1) ·
'LPGA Blvd ' (1) ·
'Magnolia Avenue ' (1) ·
'Malabar Rd ' (1) ·
'Maytown Road ' (1) ·
'Micco Rd. ' (1) ·
'Old Dixie Highway ' (1) ·
'Patti Drive ' (1) ·
'Reed Ca Prk Ent Rd' (1) ·
'Tomoka Farms Rd ' (1) ·
'Volco Road ' (1) ·
'Wilden Road ' (1) ·
'Williams Road ' (1) ·
'Williamson Blvd ' (1) ·
'Willow Run Blvd. ' (1)
Number 008:
704004 (1) ·
704017 (1) ·
704035 (1) ·
704086 (1) ·
705906 (1) ·
705918 (1) ·
705919 (1) ·
794008 (1) ·
794015 (1) ·
794038 (1) ·
794063 (1) ·
794076 (1) ·
794077 (1) ·
794078 (1) ·
794079 (1) ·
794096 (1) ·
794123 (1) ·
794124 (1) ·
794131 (1) ·
794133 (1) ·
794139 (1) ·
794141 (1) ·
794185 (1) ·
795700 (1) ·
795701 (1) ·
796401 (1) ·
796500 (1)
Location 009:
'.15 mi W of Fleming Grant' (1) ·
'.2mi W of Clyde Morris Bl' (1) ·
'.7 mi S of Taylor Rd ' (1) ·
'0.13mi NW from N Causeway' (1) ·
'0.1mi E of Riverside Dr ' (1) ·
'0.2 Mi East of US-1 ' (1) ·
'0.2 mile west of US-17 ' (1) ·
'0.25 W of Turnbull Bay Rd' (1) ·
'0.4 Mile West of I-95 ' (1) ·
'1 mi North of Malabar Rd ' (1) ·
'1 mi S of Malabar Rd ' (1) ·
'1.3 miles South of SR-44 ' (1) ·
'1.4 miles North of US-92 ' (1) ·
'100 ft E of Minton Road ' (1) ·
'15ft. N of Pine Island Dr' (1) ·
'2 mi West of US-1 ' (1) ·
'2.5 Miles West of CR-509 ' (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) ·
'4.3 mi S of Wltr Brdmn Ln' (1) ·
'4.5 mi S of Wltr Brdmn Ln' (1) ·
'4.8 miles East of SR-415 ' (1) ·
'Intrsect w Reed Canal Rd ' (1)
Latitude 016:
27512287 (1) ·
27525057 (1) ·
27591529 (1) ·
27595640 (1) ·
28003971 (1) ·
28004758 (1) ·
28293415 (1) ·
28504313 (1) ·
28504314 (1) ·
28504614 (1) ·
28504680 (1) ·
28512260 (1) ·
28512261 (1) ·
28543436 (1) ·
28544228 (1) ·
28592979 (1) ·
29004760 (1) ·
29020655 (1) ·
29024857 (1) ·
29042244 (1) ·
29073249 (1) ·
29092052 (1) ·
29123848 (1) ·
29125374 (1) ·
29130195 (1) ·
29210415 (1) ·
29211227 (1)
Longitude 017:
80312721 (1) ·
80315950 (1) ·
80384417 (1) ·
80401747 (1) ·
80424614 (1) ·
80424640 (1) ·
80425652 (1) ·
80543046 (1) ·
80544759 (1) ·
80545465 (1) ·
80545924 (1) ·
80575726 (1) ·
81005885 (1) ·
81010311 (1) ·
81014619 (1) ·
81022736 (1) ·
81040532 (1) ·
81044532 (1) ·
81052755 (1) ·
81055781 (1) ·
81060638 (1) ·
81060905 (1) ·
81063403 (1) ·
81193011 (1) ·
81193143 (1) ·
81193156 (1) ·
81193290 (1)
Owner 022:
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)
Culvert 062:
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)
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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