Drilldown: bridge data
From Indian River Lagoon Project
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bridge data > Lanes 028a:
2 
& Inspect Date 090:
03-17
& Direction 102:
One lane bridge for 2 way traffic
& Inspect Date 090:
03-17
& Direction 102:
One lane bridge for 2 way traffic Use the filters below to narrow your results.
County 003:
Place 004:
Route 005d:
Direction 005e:
Features 006a:
Critical 006b:
Facility 007:
Number 008:
Location 009:
Latitude 016:
Longitude 017:
Owner 022:
Lanes 028a: (Click arrow to add another value)
Service On 042a:
Service Under 042b:
Kind 043a:
Type 043b:
Channel 061:
Bank and embankment protection is severely undermined. River control devices have severe damage. Large deposits of debris are in the channel. (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)
Culvert 062:
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: (Click arrow to add another value)
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)
Clearance 116:
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