Drilldown: bridge data
From Indian River Lagoon Project
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Route 005d:
Features 006a:
'Banana River ' (1) ·
'Barge Canal ' (1) ·
'BOYNTON CANAL ' (1) ·
'BOYNTON CANAL C-16 ' (1) ·
'C-18 Canal ' (1) ·
'E-3 CANAL ' (1) ·
'FECRR - Tymber Crk Rd ' (1) ·
'I-4 ' (1) ·
'I-95 ' (1) ·
'I-95 (SR-9) ' (1) ·
'Intracoastal Waterway ' (1) ·
'Kings Road ' (1) ·
'Little Haw Creek ' (1) ·
'Main Canal ' (1) ·
'OKEECHOBEE RIM CANAL ' (1) ·
'Padgett Creek ' (1) ·
'PARK LATERAL CANAL ' (1) ·
'RELIEF CANAL ' (1) ·
'Service Rd & Canal ' (1) ·
'SR-520 ' (1) ·
'SR-528 ' (1) ·
'SR-91 (FL TPK) ' (1) ·
'Tillman Canal ' (1) ·
'Tomoka River ' (1) ·
'US-1 ' (1)
Critical 006b:
Facility 007:
'101ST STREET ' (1) ·
'109TH STREET ' (1) ·
'ALLAMANDA BLVD. ' (1) ·
'Banana River Drive' (1) ·
'CR-717 ' (1) ·
'Enterprise Rd. ' (1) ·
'G BUSH BLVD(NE8TH)' (1) ·
'I-4 EB ' (1) ·
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'I-95 NB ' (1) ·
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'Indiantown Rd. ' (1) ·
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'SR-407 NB ' (1) ·
'SR-60 Osceola Blvd' (1) ·
'SR519NB(Fiske Blv)' (1) ·
'SR519SB(Fiske Blv)' (1) ·
'US 98 (SR 80) ' (1) ·
'US-1 (SR-5) ' (1) ·
'US-92 ' (1)
Number 008:
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Location 009:
'.5 mi East of I-95 ' (1) ·
'0.10 MI S of BURNS ROAD ' (1) ·
'0.3 Mile West of SR-513 ' (1) ·
'0.3MI E OF US-1 ' (1) ·
'0.3MI W OF CR-507 ' (1) ·
'0.3MI WEST OF CR-507 ' (1) ·
'0.7MI N OF BOYNTON BCH BL' (1) ·
'0.8Mi N OF BOYNTON BCH B ' (1) ·
'1 Mile South of SR-786 ' (1) ·
'1.5 Mi. S of SR-70 ' (1) ·
'1.9 MI WEST OF SR-715 ' (1) ·
'2.25Mi. W of US-1 ' (1) ·
'2.3 MI E of US-17 ' (1) ·
'2.9 Mi East of SR-528 ' (1) ·
'4.2MI NORTH OF SR-528 ' (1) ·
'Enterprise Rd. Over I-4 ' (1) ·
'I-4 EB - Padgett Creek ' (1) ·
'I-4 EB over I-95 ' (1) ·
'I-4 WB - Padgett Creek ' (1) ·
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'I-95 NB - Tillman Canal ' (1) ·
'I-95 NB over FECRR ' (1) ·
'I-95 NB over US-1 ' (1) ·
'I-95 SB over FECRR ' (1) ·
'I-95 SB over US-1 ' (1) ·
'I-95 SB- Tillman Canal ' (1) ·
'Southern Blvd / E-3 Canal' (1) ·
'SR-3 SB over Barge Canal ' (1) ·
'SR-40 WB -Tomoka River ' (1) ·
'SR-401 NB - Barge Canal ' (1) ·
'SR-407 NB at SR-528 WB ' (1) ·
'SR-519 NB I-95 ' (1) ·
'SR-519 SB I-95 ' (1)
Latitude 016:
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Longitude 017:
80033671 (1) ·
80034367 (1) ·
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81170942 (1) ·
81171026 (1)
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 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:
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)
Inspect Date 090:
Direction 102:
Rebuilt 106: (Click arrow to add another value)
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)
Future 114:
Clearance 116:
Showing below up to 34 results in range #1 to #34.
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