Drilldown: bridge data
From Indian River Lagoon Project
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bridge data > Channel 061 
:
Bank and embankment protection is severely undermined. River control devices have severe damage. Large deposits of debris are in the channel. or
No noticeable or noteworthy deficiencies which affect the condition of the channel.
& Inspect Date 090:
08-16
:
Bank and embankment protection is severely undermined. River control devices have severe damage. Large deposits of debris are in the channel. or
No noticeable or noteworthy deficiencies which affect the condition of the channel.
& Inspect Date 090:
08-16 Use the filters below to narrow your results.
ObjectID:
County 003:
Place 004:
Route 005d:
Direction 005e:
Features 006a:
Critical 006b:
Facility 007:
Number 008:
700203 (1) ·
700224 (1) ·
790201 (1) ·
790202 (1) ·
794050 (1) ·
796549 (1) ·
891000 (1) ·
930485 (1) ·
930524 (1) ·
930534 (1) ·
930547 (1) ·
931007 (1) ·
931008 (1)
Location 009:
'0.2 mi E of SR5 on SRA1A ' (1) ·
'0.25 MI N OF ATLANTIC AVE' (1) ·
'0.25mi. east of I-95 ' (1) ·
'3.7 MI S. OF STUART INT. ' (1) ·
'4 Mi South of Maytown Rd.' (1) ·
'CR-4078 & Lantern Park Dr' (1) ·
'I-4 EB over Tomoka River ' (1) ·
'I-4 WB over Tomoka River ' (1) ·
'North of Belvedere Rd ' (1) ·
'SR 80/ I-95 interchange ' (1) ·
'US-1 over Turkey Creek ' (1) ·
US-1 over Sebastian River (1)
Latitude 016:
Longitude 017:
Owner 022:
Traffic 029:
Service On 042a:
Service Under 042b:
Kind 043a:
Type 043b:
Length 049:
Deck 058:
Superstructure 059:
Substructure 060:
Channel 061: (Click arrow to add another value)
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) ·
No deficiencies (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 assessed or calculated scour condition. Scour is determined to be within the limits of footing or piles by assessment, 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)
Future 114:
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