Drilldown: bridge data
From Indian River Lagoon Project
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Use the filters below to narrow your results.
ObjectID:
County 003: (Click arrow to add another value)
Place 004:
Route 005d:
Direction 005e:
Features 006a:
'Alamana Canal ' (1) ·
'Canal ' (1) ·
'Canal to Bulow Creek ' (1) ·
'Creek ' (1) ·
'Daytona Canal ' (1) ·
'Deep Creek ' (1) ·
'FPL Cooling Disch. Canal' (1) ·
'FPL Cooling Intake Canal' (1) ·
'Gabordy's Canal ' (1) ·
'Groover Creek ' (1) ·
'Habitat Connectivity ' (1) ·
'Halifax Canal ' (1) ·
'Lake Ashby Canal ' (1) ·
'Lake Dias Creek ' (1) ·
'Little Haw Creek ' (1) ·
'Middle Haw Creek ' (1) ·
'Nova Canal ' (1) ·
'Reed Canal ' (1) ·
'Tomoka River ' (1) ·
'Trib to Groover Creek ' (1) ·
'Turnbull Creek ' (1) ·
'Underhill Slough ' (1)
Critical 006b:
Facility 007:
'10th Street ' (1) ·
'Ballough Street ' (1) ·
'Barwick Rd. ' (1) ·
'Barwick Road ' (1) ·
'Big Tree Road ' (1) ·
'CR-3 ' (1) ·
'Driveway Ent. Exit' (1) ·
'Fort Florida Road ' (1) ·
'Jungle Road ' (1) ·
'Lake Harney Road ' (1) ·
'Lantern Park Drive' (1) ·
'Magnolia St. ' (1) ·
'Oak Lea Drive ' (1) ·
'Old Kings Rd ' (1) ·
'Riverside Dr ' (1) ·
'Shop Ctr Entrance ' (1) ·
'SR-11 ' (1) ·
'SR-40 ' (1) ·
'SR-40 EB ' (1) ·
'SR-40 WB ' (1) ·
'SR-415 ' (1) ·
'SR-5A ' (1) ·
'Tymber Creek Road ' (1) ·
'US-1 NB ' (1) ·
'US-1 SB ' (1) ·
'US-92 WB ' (1) ·
'Woodcliff Drive ' (1)
Number 008:
Location 009:
'.3 mi South of Mason Ave ' (1) ·
'0.1 mi East of Linda Road' (1) ·
'0.1Mi S of LPGA Blvd ' (1) ·
'0.2 mile west of US-17 ' (1) ·
'0.4 Mi. S. of Beville Rd ' (1) ·
'0.6 Mi S of Flagler Co. ' (1) ·
'0.6 Mi W of SR-11 ' (1) ·
'0.7 Mi N of Old Dixie Hwy' (1) ·
'1.2 Mi. W of Barberville ' (1) ·
'1.6 miles North of SR-40 ' (1) ·
'10ft. East of Nova Road ' (1) ·
'10ft. S/O Reed Canal Rd ' (1) ·
'10thSt 1 Block E of Nova ' (1) ·
'1200ft. N. of SR-400 ' (1) ·
'1400ft. N. of SR-400 ' (1) ·
'2.3 Miles South of SR-40 ' (1) ·
'200ft. S of 10th Street ' (1) ·
'3.0 miles North of SR-40 ' (1) ·
'3.2 MI W Of Barberville ' (1) ·
'3.2 Mi W of SR-11 ' (1) ·
'4 Mi South of Maytown Rd.' (1) ·
'7.3 Mi N of US-17 ' (1) ·
'800ft. N. of SR-400 ' (1) ·
'CR-4078 & Lantern Park Dr' (1) ·
'SR-40 - Little Haw Creek ' (1) ·
'SR-40 - Middle Haw Creek ' (1) ·
'SR-40 over Middle Haw Cr.' (1) ·
'SR-40 WB - Habitat Connec' (1) ·
'SR-40EB - Habitat Connect' (1) ·
'SR-415 - Alamana Canal ' (1) ·
'SR-415 - Deep Creek ' (1) ·
'SR-415 - Lake Ashby Canal' (1) ·
'SR-5A - Big Tree Rd ' (1) ·
'SR-5A over Nova Canal ' (1) ·
'US-1 NB - Turnbull Creek ' (1) ·
'US-1 SB - Turnbull Creek ' (1) ·
'US-92 WB-Tomoka River ' (1)
Latitude 016:
Longitude 017:
Owner 022:
Built 027:
Lanes 028a: (Click arrow to add another value)
Traffic 029:
Service On 042a:
Service Under 042b:
Kind 043a: (Click arrow to add another value)
Type 043b:
Length 049:
Deck 058:
Superstructure 059:
Substructure 060:
Channel 061:
Bank and embankment protection is severely undermined. River control devices have severe damage. Large deposits of debris are in the channel. (1) ·
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) ·
No noticeable or noteworthy deficiencies which affect the condition of the channel. (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) ·
Large spalls, heavy scaling, wide cracks, considerable efflorescence or opened construction joint permitting loss of backfill. Considerable settlement or misalignment. Considerable scouring or erosion at curtain walls, wingwalls or pipes. Metal culverts have significant distortion and deflection throughout, extensive corrosion or deep pitting. (1) ·
N/A (1) ·
No deficiencies (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:
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 not over waterway. (1)
Future 114:
Clearance 116:
Showing below up to 40 results in range #1 to #40.
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