Drilldown: bridge data
From Indian River Lagoon Project
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bridge data > Owner 022:
County 
& Channel 061:
Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and brush restrict the channel.
& Channel 061:
Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and brush restrict the channel. Use the filters below to narrow your results.
ObjectID:
County 003:
Place 004:
Route 005d:
Direction 005e:
Features 006a:
'C-24 CANAL ' (1) ·
'CANAL-1 ' (1) ·
'Drainage Canal ' (1) ·
'Eau Gallie River ' (1) ·
'Groover Creek ' (1) ·
'MANATEE CREEK ' (1) ·
'NORTH RELIEF CANAL ' (1) ·
'Sebastian Canal ' (1) ·
'Sebastian Canal West ' (1) ·
'TAYLOR CREEK ' (1) ·
'TAYLOR CREEK CANAL-1 ' (1) ·
'TEN MILE CREEK ' (1) ·
'WARNER CREEK ' (1)
Critical 006b:
Facility 007:
'CARLTON RD (CR613)' (1) ·
'CR-615 (66TH AVE) ' (1) ·
'CR-708 ' (1) ·
'CR-722 (COVE RD) ' (1) ·
'CR605 OLD DIXIE HW' (1) ·
'CR712A (MCCARTY RD' (1) ·
'Croton Road ' (1) ·
'DIXIE HIGHWAY ' (1) ·
'KEEN RD (CR-611) ' (1) ·
'Micco Rd. ' (1) ·
'TAYLOR DAIRY ROAD ' (1) ·
'Tymber Creek Road ' (1) ·
'Wilden Road ' (1)
Number 008:
704035 (1) ·
704086 (1) ·
704176 (1) ·
794072 (1) ·
880006 (1) ·
890011 (1) ·
890113 (1) ·
894064 (1) ·
940019 (1) ·
940029 (1) ·
940030 (1) ·
940037 (1) ·
940043 (1)
Location 009:
'.15 mi W of Fleming Grant' (1) ·
'0.1 Mile East of A1A ' (1) ·
'0.2 Mile S of Aurora Road' (1) ·
'0.3 MILES NORTH OF US-1 ' (1) ·
'0.3MI N OF CR-712 ' (1) ·
'0.5MI S of CR-608 ' (1) ·
'0.6MI N OF ANGLE ROAD ' (1) ·
'1.2Mi. E of Savannah Rd. ' (1) ·
'1.6 miles North of SR-40 ' (1) ·
'1.7 Miles West of I-95 ' (1) ·
'2 mi West of US-1 ' (1) ·
'2.1MI S of SR-70 ' (1) ·
'3.7 MILES NORTH OF SR-60 ' (1)
Latitude 016:
Longitude 017:
Owner 022: (Click arrow to add another value)
Built 027:
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:
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) ·
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)
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 conditions; field review indicates action is required to protect exposed foundations (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:
Clearance 116:
Showing below up to 13 results in range #1 to #13.
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