Drilldown: bridge data
From Indian River Lagoon Project
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ObjectID:
County 003:
Place 004:
None (1) ·
24387 (1) ·
30975 (1) ·
54175 (1) ·
Belle Glade (1) ·
Boca Raton (1) ·
Boynton Beach (1) ·
Daytona Beach (1) ·
Delray Beach (1) ·
Fort Pierce (1) ·
Holly Hill (1) ·
Indian Harbour Beach (1) ·
Juno Beach (1) ·
Jupiter (1) ·
Jupiter Inlet Colony (1) ·
Lake Worth (1) ·
Lantana (1) ·
Merritt Island (1) ·
Micco (1) ·
North Palm Beach village (1) ·
Ocean Ridge (1) ·
Ormond Beach (1) ·
Palm Beach (1) ·
Palm Beach Gardens (1) ·
Port Orange (1) ·
South Bay (1) ·
South Daytona (1) ·
Stuart (1) ·
Tequesta village (1) ·
Titusville (1) ·
West Palm Beach (1)
Route 005d:
Direction 005e:
Features 006a:
'B-19 Canal / Trib 1 ' (1) ·
'Banana River ' (1) ·
'Barge Canal ' (1) ·
'Boca Inlet ' (1) ·
'Boynton Inlet ' (1) ·
'BRANCH OF ICWW ' (1) ·
'Cambridge Canal ' (1) ·
'Creek ' (1) ·
'DANFORTH CREEK ' (1) ·
'Halifax River ' (1) ·
'HAULOVER CANAL ' (1) ·
'HILLSBORO CANAL L-14 ' (1) ·
'Hillsboro Canal L14 ' (1) ·
'HILLSBORO L-14 CANAL ' (1) ·
'Intracoastal Waterway ' (1) ·
'Intracoastal Waterway ' (1) ·
'Lake Worth Lagoon ' (1) ·
'Little Haw Creek ' (1) ·
'MIAMI CANAL ' (1) ·
'Misner Branch ' (1) ·
'NORTH NEW RIVER CANAL ' (1) ·
'Nova Road Canal ' (1) ·
'OKEECHOBEE RIM CANAL ' (1) ·
'Reed Canal ' (1) ·
'Sebastian Canal ' (1) ·
'Sebastian Canal East ' (1) ·
'Sebastian Canal West ' (1) ·
'ST LUCIE CANAL ' (1) ·
'St. Lucie River ' (1) ·
'TEN MILE CREEK ' (1) ·
'Tomoka River ' (1) ·
'WPB CANAL C-51 ' (1) ·
INDIAN RIVER (1)
Critical 006b:
Facility 007:
Number 008:
Location 009:
Latitude 016:
Longitude 017:
Built 027:
Traffic 029:
Service On 042a:
Service Under 042b: (Click arrow to add another value)
Kind 043a: (Click arrow to add another value)
Type 043b:
Length 049:
Width 052:
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) ·
No noticeable or noteworthy deficiencies which affect the condition of the channel. (1)
Culvert 062:
None (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) ·
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 assessed or calculated scour conditions; field review indicates action is required to protect exposed foundations (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:
Clearance 116:
Showing below up to 58 results in range #1 to #58.
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