Drilldown: bridge data

From Indian River Lagoon Project
bridge data > Status: MM & Traffic Year 030: 2015 & Inspect Date 090: 02-18

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ObjectID:
Status: (Click arrow to add another value)
Date:
03-03 (1) · 04-03 (1) · 05-03 (1) · 06-03 (1)
County 003:
Brevard (1) · Martin (1) · Palm Beach (1) · Saint Lucie (1) · Volusia (1)
Place 004:
None (1) · 58725 (1) · Atlantis (1) · Boca Raton (1) · Boynton Beach (1) · Daytona Beach (1) · Delray Beach (1) · Hypoluxo (1) · Lake Worth (1) · Merritt Island (1) · Palm Beach Gardens (1) · Royal Palm Beach village (1) · Wellington village (1) · West Palm Beach (1)
Route 005d:
00000 (1) · 00095 (1) · 00794 (1) · 00798 (1) · 00804 (1) · 00807 (1) · 00809 (1) · 00882 (1)
Direction 005e:
None (1)
Features 006a:
'C-51 CANAL ' (1) · 'C. Stanley Weaver Canal ' (1) · 'CANAL E-105 ' (1) · 'CITY OF WPB CANAL ' (1) · 'CYPRESS CREEK ' (1) · 'Daytona Canal ' (1) · 'DRAINAGE DITCH ' (1) · 'E-1 CANAL ' (1) · 'E-2-W canal ' (1) · 'E-3 CANAL ' (1) · 'E-4 CANAL ' (1) · 'E3 CANAL ' (1) · 'EPB CANAL C-3 ' (1) · 'FL. TURNPIKE ' (1) · 'GARDEN CANAL ' (1) · 'L-30 CANAL ' (1) · 'L-38 CANAL ' (1) · 'L.W.D.D L-14 CANAL ' (1) · 'LK OSBORNE DR& CENTER DR' (1) · 'LWDD C-16 CANAL ' (1) · 'LWDD C-17 CANAL ' (1) · 'LWDD E 3-1/2 CANAL ' (1) · 'LWDD E-1 CANAL ' (1) · 'LWDD E-3 CANAL ' (1) · 'LWDD L-30 CANAL ' (1) · 'LWDD L-38 CANAL ' (1) · 'LWDD LATERAL 14 CANAL ' (1) · 'LWDD LATERAL 30 CANAL ' (1) · 'LWDD LATERAL 32 CANAL ' (1) · 'M CANAL ' (1) · 'M-1 CANAL ' (1) · 'Nav. Banana River Canal ' (1) · 'QUAIL COVEY ROAD ' (1) · 'RCA CANAL ' (1) · 'RELIEF CANAL ' (1) · 'SR-91 TPK & BOCA RIO RD.' (1) · 'SR-91 TPK-DRAINAGE CANAL' (1) · 'SR-91 TPK/DRAINAGE CANAL' (1) · 'Underhill Slough ' (1)
Critical 006b:
None (1)
Facility 007:
Number 008:
Location 009:
Latitude 016:
Longitude 017:
Owner 022:
City (1) · County (1) · FDOT (1)
Built 027:
1948 (1) · 1955 (1) · 1959 (1) · 1960 (1) · 1962 (1) · 1970 (1) · 1972 (1) · 1973 (1) · 1974 (1) · 1975 (1) · 1976 (1) · 1980 (1) · 1981 (1) · 1984 (1) · 1986 (1) · 1987 (1) · 1988 (1) · 1989 (1) · 1990 (1) · 1991 (1) · 1992 (1) · 1993 (1) · 1994 (1) · 1996 (1) · 1997 (1) · 1999 (1)
Lanes 028a:
2 (1) · 3 (1) · 4 (1) · 5 (1) · 6 (1) · 7 (1) · 9 (1)
Traffic 029:
1000 (1) · 10600 (1) · 10700 (1) · 10900 (1) · 111000 (1) · 14500 (1) · 16600 (1) · 1680 (1) · 17300 (1) · 18000 (1) · 20 (1) · 22000 (1) · 22500 (1) · 23500 (1) · 24000 (1) · 250 (1) · 25000 (1) · 26000 (1) · 28000 (1) · 28500 (1) · 29000 (1) · 29500 (1) · 32500 (1) · 33000 (1) · 34000 (1) · 3500 (1) · 36000 (1) · 36500 (1) · 47500 (1) · 55500 (1) · 6000 (1) · 607 (1) · 6100 (1) · 6400 (1) · 76000 (1) · 8800 (1) · 9100 (1) · 9382 (1)
Traffic Year 030: (Click arrow to add another value)
Service On 042a:
Highway (1) · Highway - Pedestrian (1)
Service Under 042b:
Highway (1) · Highway - Waterway (1) · Waterway (1)
Kind 043a:
Aluminum - Iron (1) · Concrete (1) · Concrete continuous (1) · Prestressed concrete (1)
Type 043b:
Channel beam (1) · Culvert (1) · Frame (1) · Slab (1) · Stringer/Multi-beam/Girder (1)
Length 049:
10 (1) · 11 (1) · 119 (1) · 12 (1) · 13 (1) · 14 (1) · 140 (1) · 15 (1) · 16 (1) · 179 (1) · 18 (1) · 23 (1) · 27 (1) · 28 (1) · 31 (1) · 33 (1) · 34 (1) · 35 (1) · 36 (1) · 38 (1) · 39 (1) · 46 (1) · 49 (1) · 6 (1) · 7 (1) · 8 (1) · 83 (1) · 9 (1)
Width 052:
0 (1) · 10 (1) · 11 (1) · 12 (1) · 13 (1) · 14 (1) · 15 (1) · 16 (1) · 17 (1) · 20 (1) · 25 (1) · 27 (1) · 40 (1) · 42 (1)
Deck 058:
Fair (1) · Good (1) · N/A (1) · Very Good (1)
Superstructure 059:
Fair (1) · Good (1) · N/A (1) · Satisfactory (1) · Very Good (1)
Substructure 060:
Fair (1) · Good (1) · N/A (1) · Satisfactory (1) · Very Good (1)
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 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) · 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: (Click arrow to add another value)
Direction 102:
1 - way (1) · 2 - way (1) · One lane bridge for 2 way traffic (1)
Rebuilt 106:
None (1) · 1980 (1) · 1987 (1) · 1996 (1) · 1997 (1)
Deck Type 107:
Concrete Cast-in-Place (1) · Concrete Precast Panels (1) · N/A (1)
Scour 113:
Bridge foundations (including piles) on dry land well above flood water elevations. (1) · 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) · 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:
Future Year 115:
2035 (1) · 2036 (1) · 2037 (1) · 2038 (1)
Clearance 116:
None (1)

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