Drilldown: bridge data
From Indian River Lagoon Project
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bridge data > Status:
MM 
& Culvert 062:
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.
& Culvert 062:
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. Use the filters below to narrow your results.
ObjectID:
Status: (Click arrow to add another value)
County 003:
Place 004:
None (1) ·
30975 (1) ·
45775 (1) ·
58725 (1) ·
77275 (1) ·
Cocoa (1) ·
Daytona Beach (1) ·
DeBary (1) ·
DeLand (1) ·
Fort Pierce (1) ·
Holly Hill (1) ·
Lake Park (1) ·
Melbourne (1) ·
Ormond Beach (1) ·
Palm Bay (1) ·
Palm Beach Gardens (1) ·
South Daytona (1) ·
Stuart (1) ·
Titusville (1) ·
Vero Beach (1) ·
Viera (1) ·
West Palm Beach (1)
Route 005d:
Direction 005e:
Features 006a:
'11th Street Canal ' (1) ·
'C-18 Canal ' (1) ·
'Canal ' (1) ·
'Cow Creek ' (1) ·
'Crane Creek ' (1) ·
'Creek ' (1) ·
'DANFORTH CREEK ' (1) ·
'DRAINAGE CANAL ' (1) ·
'Drainage Ditch ' (1) ·
'Eau Gallie River ' (1) ·
'Eau-Gallie River ' (1) ·
'FPL Cooling Disch. Canal' (1) ·
'FPL Cooling Intake Canal' (1) ·
'Grant Canal ' (1) ·
'HOWARD CREEK ' (1) ·
'Indian River ' (1) ·
'Indian River Relief ' (1) ·
'Lake Dias Creek ' (1) ·
'LATERAL CANAL A ' (1) ·
'MANATEE CREEK ' (1) ·
'Misner Creek ' (1) ·
'MONTERREY WATERWAY ' (1) ·
'Murray Creek ' (1) ·
'Nova Canal ' (1) ·
'Nova Road Canal ' (1) ·
'Outfall ' (1) ·
'Outfall Ditch ' (1) ·
'Trib to Groover Creek ' (1) ·
'TRIBUTARY OF MANATEE CRE' (1) ·
'TRIBUTARY OF MANATEE CRK' (1) ·
'Triple box culvert ' (1) ·
'Wishbone Canal ' (1) ·
Canal (1)
Critical 006b:
Facility 007:
'26TH STREET ' (1) ·
'Barwick Rd. ' (1) ·
'Barwick Road ' (1) ·
'CR-713 ' (1) ·
'CR-722 (COVE RD) ' (1) ·
'CR-A1A (DIXIE HWY)' (1) ·
'Croton Road ' (1) ·
'Fort Florida Road ' (1) ·
'I 95 SR 9 ' (1) ·
'I-95 ' (1) ·
'I-95 NB ' (1) ·
'LEIGHTON FARM AVE ' (1) ·
'PORT ST LUCIE BLVD' (1) ·
'SB SR-5 (US-1) ' (1) ·
'SB US 1 ' (1) ·
'Sixth St. ' (1) ·
'SR-11 ' (1) ·
'SR-40 ' (1) ·
'SR-405 ' (1) ·
'SR-518 ' (1) ·
'SR-520 ' (1) ·
'SR-5A ' (1) ·
'SR-710 ' (1) ·
'SR-9(I-95) ' (1) ·
'SR91 N/S TPK 107.8' (1) ·
'SR91 N/S TPK 125.9' (1) ·
'SR91 N/S TPK 147.7' (1) ·
'SR91 N/S TPK 148.2' (1) ·
'SR91 N/S TPK 154.3' (1) ·
'Tucker Lane ' (1) ·
'Tymber Creek Road ' (1) ·
'US-1 ' (1) ·
'US-192 ' (1) ·
'US27 SR-25 & 80 ' (1) ·
'Williamson Blvd ' (1) ·
Fiske Blvd Ramps (1)
Number 008:
Location 009:
Latitude 016:
Longitude 017:
Owner 022:
Built 027:
Traffic 029:
Service On 042a:
Service Under 042b:
Kind 043a:
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)
Culvert 062: (Click arrow to add another value)
Inspect Date 090:
Direction 102:
Scour 113:
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 foundations determined to be stable for the assessed or calculated scour condition. Scour is determined to be above top of footing by assessment, 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)
Future 114:
Clearance 116:
Showing below up to 52 results in range #1 to #52.
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