Drilldown: bridge data
From Indian River Lagoon Project
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- Event (169)
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12257 (1) ·
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County 003:
Place 004:
Route 005d:
Direction 005e:
Features 006a:
'Blue Cypress Marsh ' (1) ·
'C-51 Canal ' (1) ·
'C-52 Canal ' (1) ·
'Canal ' (1) ·
'CORAL GARDENS OUTFALL ' (1) ·
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'E-3 CANAL ' (1) ·
'Goat Creek ' (1) ·
'Habitat Connectivity ' (1) ·
'I-4 ' (1) ·
'I-95 ' (1) ·
'L-78 Borrow Canal ' (1) ·
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'LWDD E-1 CANAL ' (1) ·
'Padgett Branch Marsh ' (1) ·
'Rim Ditch Canal C-24 ' (1) ·
'Sebastian Canal ' (1) ·
'SFC DIST CANAL NO 1 ' (1) ·
'ST LUCIE CANAL ' (1) ·
'St. John's Marsh ' (1) ·
'St. Johns Marsh ' (1) ·
'St. Sebastian River ' (1) ·
'WILLOUGHBY CREEK ' (1)
Critical 006b:
Facility 007:
'6 Ave S to NB I-95' (1) ·
'Babcock Street ' (1) ·
'BISCAYNE DRIVE ' (1) ·
'Cassadaga Road ' (1) ·
'CR-76A ' (1) ·
'Gradick Drive ' (1) ·
'HARRIS RD ' (1) ·
'HURON WAY ' (1) ·
'MAPP ROAD ' (1) ·
'NEW ENGLAND BLVD ' (1) ·
'NORFOLK BLVD. ' (1) ·
'Old Dixie Highway ' (1) ·
'SE ST LUCIE BLVD ' (1) ·
'Sebastian Blvd EB ' (1) ·
'Sebastian Blvd WB ' (1) ·
'Service Road ' (1) ·
'SR-40 WB ' (1) ·
'SR-60 EB ' (1) ·
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'SR70 EB Okeechobee' (1) ·
'Viera Blvd EB ' (1) ·
'Viera Blvd WB ' (1)
Number 008:
704042 (1) ·
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Location 009:
'0.1 MILE NORTH OF SR-714 ' (1) ·
'0.1Mi E of ONTARIO DRIVE ' (1) ·
'0.1MI E OF US-441 SR-7 ' (1) ·
'0.1MI. E of KANNER HWY ' (1) ·
'0.2Mi. W of Valkaria Rd. ' (1) ·
'0.4 mi N. of SR-80 ' (1) ·
'0.5 MI W OF HAVERHILL RD ' (1) ·
'1.5 Mile West of SR-76 ' (1) ·
'1/2MI S of INDIAN ST. ' (1) ·
'10.3Mi. E of SR-91 (TPK) ' (1) ·
'11.6Mi. E of SR-91 (TPK) ' (1) ·
'12.1Mi. E of SR-91 (TPK) ' (1) ·
'1mi. west of CR-613 ' (1) ·
'2.8 MI East of I-95 ' (1) ·
'2Mi West of CR-512 ' (1) ·
'4.3 mi S of Wltr Brdmn Ln' (1) ·
'4.5 mi S of Wltr Brdmn Ln' (1) ·
'6.4Mi. E of SR-91 (TPK) ' (1) ·
'8 mi South of Malabar Rd ' (1) ·
'AT TEDDAR ROAD ' (1) ·
'Cassadaga Road over I-4 ' (1) ·
'NE Quad I 95 6th Ave S ' (1) ·
'SR-40 WB - Habitat Connec' (1) ·
'Viera Blvd EB over I-95 ' (1) ·
'Viera Blvd WB over I-95 ' (1)
Latitude 016:
26232019 (1) ·
26363990 (1) ·
26373441 (1) ·
26410978 (1) ·
26423844 (1) ·
27051685 (1) ·
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Longitude 017:
80040610 (1) ·
80074708 (1) ·
80102658 (1) ·
80120012 (1) ·
80121176 (1) ·
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80434440 (1) ·
80434460 (1) ·
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80475710 (1) ·
80475780 (1) ·
81055781 (1) ·
81060905 (1) ·
81110777 (1) ·
81151506 (1)
Owner 022:
Built 027: (Click arrow to add another value)
Lanes 028a: (Click arrow to add another value)
Traffic 029:
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 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:
N/A (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:
Clearance 116:
Showing below up to 29 results in range #1 to #29.
