Drilldown: bridge data
From Indian River Lagoon Project
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- Event (169)
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Use the filters below to narrow your results.
ObjectID:
County 003:
Place 004:
Direction 005e:
Features 006a:
'B-19 Canal / Trib 1 ' (1) ·
'Cambridge Canal ' (1) ·
'Canal C-51 ' (1) ·
'Hanson Grant Outlet ' (1) ·
'HAULOVER CANAL ' (1) ·
'I-95 ' (1) ·
'LWDD LAT 16 CANAL ' (1) ·
'RELIEF CANAL ' (1) ·
'Rio Mar Bay ' (1) ·
'SR-713 (King Hwy) ' (1) ·
'Underhill Slough ' (1) ·
'US-1 & FECRR ' (1) ·
INDIAN RIVER (1)
Critical 006b:
Facility 007:
'Bay Drive ' (1) ·
'COURTENAY PARKWAY ' (1) ·
'Esplanade Avenue ' (1) ·
'I-95 (SR-9) ' (1) ·
'Lake Harney Road ' (1) ·
'LARCH AVE ' (1) ·
'LittleRanchesTrail' (1) ·
'NB SR-9 (I-95) ' (1) ·
'River Drive ' (1) ·
'SEMINOLE DR ' (1) ·
'SR-44 ' (1) ·
'Trailwood Drive ' (1) ·
'Viera Blvd EB ' (1) ·
'Viera Blvd WB ' (1) ·
NASA CAUSEWAY EB (1) ·
NASA CAUSEWAY WB (1)
Number 008:
703001 (1) ·
703002 (1) ·
703004 (1) ·
704097 (1) ·
704098 (1) ·
790128 (1) ·
794050 (1) ·
796413 (1) ·
796414 (1) ·
885811 (1) ·
885812 (1) ·
890139 (1) ·
934319 (1) ·
935920 (1) ·
937007 (1) ·
940163 (1)
Location 009:
'0.1 Mile West of A1A ' (1) ·
'0.1Mi S OF CR812 LANTANA ' (1) ·
'0.1MI W OF MILITARY TRAIL' (1) ·
'0.25Mi S/O Wiltshire Blvd' (1) ·
'1.5mi N of SR-68 ' (1) ·
'100Ft. South of Bay Drive' (1) ·
'200FT N/O Cap Diville Ave' (1) ·
'4 Mi South of Maytown Rd.' (1) ·
'8.6 MILES SOUTH OF US 1 ' (1) ·
'I-95 (2 mi. N. of SR-76) ' (1) ·
'South Side of US-98 ' (1) ·
'SR-44 over US-1 ' (1) ·
'Viera Blvd EB over I-95 ' (1) ·
'Viera Blvd WB over I-95 ' (1) ·
KENNEDY SPACE CENTER (1)
Latitude 016:
Longitude 017:
Owner 022:
Built 027:
Traffic 029:
Service On 042a:
Service Under 042b:
Kind 043a:
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:
None (1) ·
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: (Click arrow to add another value)
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 not over waterway. (1)
Future 114:
Future Year 115: (Click arrow to add another value)
Clearance 116:
Showing below up to 16 results in range #1 to #16.
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