Drilldown: bridge data
From Indian River Lagoon Project
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ObjectID:
County 003:
Place 004:
None (1) ·
45775 (1) ·
54175 (1) ·
58725 (1) ·
77275 (1) ·
Cocoa (1) ·
Daytona Beach (1) ·
DeLand (1) ·
Fort Pierce (1) ·
Holly Hill (1) ·
Malabar (1) ·
Melbourne (1) ·
Micco (1) ·
New Smyrna Beach (1) ·
Ormond Beach (1) ·
Palm Beach Gardens (1) ·
Port Orange (1) ·
Port St. John (1) ·
Riviera Beach (1) ·
South Daytona (1) ·
Stuart (1) ·
Vero Beach (1) ·
Viera (1)
Route 005d:
Features 006a:
'Beamer's Canal ' (1) ·
'Beamer's Ditch ' (1) ·
'C-18 Canal ' (1) ·
'Canal ' (1) ·
'Canal 15 ' (1) ·
'Carter's Canal ' (1) ·
'Crane Creek Canal ' (1) ·
'Creek ' (1) ·
'Drainage Canal ' (1) ·
'DRAINAGE DITCH ' (1) ·
'Eau Gallie River ' (1) ·
'Eau-Gallie River ' (1) ·
'Golf Cart Underpass ' (1) ·
'Indian River ' (1) ·
'Lake Dias Creek ' (1) ·
'LATERAL CANAL A ' (1) ·
'Little Haw Creek ' (1) ·
'Little Tomoka River ' (1) ·
'MONTERREY WATERWAY ' (1) ·
'Moore's Creek ' (1) ·
'Navy Canal ' (1) ·
'Nova Canal ' (1) ·
'Outfall ' (1) ·
'POPPOLTON CREEK ' (1) ·
'Santiago Canal ' (1) ·
'Sunshine Canal ' (1) ·
'Trib to Groover Creek ' (1) ·
'TRIBUTARY OF MANATEE CRE' (1) ·
'TRIBUTARY OF MANATEE CRK' (1) ·
Brushy Canal (1) ·
Canal (1) ·
Palm Canal (1)
Critical 006b:
Facility 007:
'26TH STREET ' (1) ·
'8th Street ' (1) ·
'Bellevue Ave ' (1) ·
'Big Tree Road ' (1) ·
'Blue Heron Blvd. ' (1) ·
'Central Blvd. ' (1) ·
'CR-A1A (DIXIE HWY)' (1) ·
'Croton Road ' (1) ·
'Golfview Ave ' (1) ·
'Golfview Avenue ' (1) ·
'Harrison Street ' (1) ·
'I-95 ' (1) ·
'John Rhodes Blvd. ' (1) ·
'John Rodes Blvd. ' (1) ·
'N 13th Street ' (1) ·
'PORT ST LUCIE BLVD' (1) ·
'SR 614 (INDRIO-RD)' (1) ·
'SR-11 ' (1) ·
'SR-40 ' (1) ·
'SR-46 ' (1) ·
'SR-518 ' (1) ·
'SR-520 ' (1) ·
'SR-5A ' (1) ·
'SR-60 ' (1) ·
'SR-710 ' (1) ·
'SR-710 Beeline Hwy' (1) ·
'SR-76 ' (1) ·
'SR-9(I-95) ' (1) ·
'SR91 N/S TPK 139.7' (1) ·
'SR91 N/S TPK 148.2' (1) ·
'SR91 TPK 134.1 ' (1) ·
'Tucker Lane ' (1) ·
'Tymber Creek Road ' (1) ·
'US-1 ' (1) ·
'US-92 ' (1) ·
'US27 SR-25 & 80 ' (1) ·
I-95 (1) ·
US-1 (1)
Number 008:
Location 009:
Latitude 016:
Longitude 017:
Owner 022:
Built 027:
1932 (1) ·
1937 (1) ·
1942 (1) ·
1944 (1) ·
1946 (1) ·
1948 (1) ·
1950 (1) ·
1952 (1) ·
1956 (1) ·
1957 (1) ·
1958 (1) ·
1959 (1) ·
1964 (1) ·
1965 (1) ·
1966 (1) ·
1969 (1) ·
1970 (1) ·
1972 (1) ·
1975 (1) ·
1977 (1) ·
1987 (1) ·
1988 (1) ·
1989 (1) ·
1993 (1) ·
1994 (1) ·
1995 (1) ·
1998 (1) ·
2000 (1) ·
2003 (1) ·
2006 (1) ·
2009 (1) ·
2011 (1)
Traffic 029:
Service On 042a:
Service Under 042b:
Kind 043a:
Type 043b:
Length 049: (Click arrow to add another value)
Width 052:
Deck 058:
Superstructure 059: (Click arrow to add another value)
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) ·
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) ·
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) ·
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:
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 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 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 not over waterway. (1)
Future 114:
Future Year 115:
Clearance 116:
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