Drilldown: bridge data
From Indian River Lagoon Project
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bridge data > Lanes 028a:
2 
& Channel 061 :
Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and brush restrict the channel. or
None
& Channel 061 :
Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and brush restrict the channel. or
None Use the filters below to narrow your results.
ObjectID:
County 003:
Place 004:
Route 005d:
Direction 005e:
Features 006a:
'C-24 CANAL ' (1) ·
'C-37 Canal ' (1) ·
'CANAL ' (1) ·
'CANAL-1 ' (1) ·
'Drainage Canal ' (1) ·
'Groover Creek ' (1) ·
'Indian River IWW ' (1) ·
'Indian River Relief ' (1) ·
'MANATEE CREEK ' (1) ·
'NORTH RELIEF CANAL ' (1) ·
'Reed Canal ' (1) ·
'Sebastian Canal ' (1) ·
'Sebastian Canal West ' (1) ·
'SFWMD C-15 CANAL ' (1) ·
'TAYLOR CREEK ' (1) ·
'TAYLOR CREEK CANAL-1 ' (1) ·
'TEN MILE CREEK ' (1) ·
'WARNER CREEK ' (1)
Critical 006b:
Facility 007:
'Americana Blvd. ' (1) ·
'BRANT DR/CARL BOTT' (1) ·
'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) ·
'DIXIE HIGHWAY ' (1) ·
'KEEN RD (CR-611) ' (1) ·
'Micco Rd. ' (1) ·
'Reed Ca Prk Ent Rd' (1) ·
'Service Road ' (1) ·
'SR 614 (INDRIO-RD)' (1) ·
'TAYLOR DAIRY ROAD ' (1) ·
'Tymber Creek Road ' (1) ·
'US-192 EB ' (1) ·
'US-192 WB ' (1) ·
'Wilden Road ' (1)
Number 008:
700174 (1) ·
700181 (1) ·
704035 (1) ·
704048 (1) ·
704086 (1) ·
705918 (1) ·
794072 (1) ·
796500 (1) ·
880006 (1) ·
890011 (1) ·
890113 (1) ·
894064 (1) ·
935501 (1) ·
940019 (1) ·
940029 (1) ·
940030 (1) ·
940037 (1) ·
940043 (1) ·
940137 (1)
Location 009:
'.15 mi W of Fleming Grant' (1) ·
'.2MI S of LINDELL BLVD ' (1) ·
'0.1 Mile East of A1A ' (1) ·
'0.2 mile East of US-1 ' (1) ·
'0.3 MILES NORTH OF US-1 ' (1) ·
'0.3MI N OF CR-712 ' (1) ·
'0.5MI S of CR-608 ' (1) ·
'0.6 MI E OF I-95 ON SR614' (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) ·
'100 ft E of Minton Road ' (1) ·
'2 mi West of US-1 ' (1) ·
'2.1MI S of SR-70 ' (1) ·
'3.7 MILES NORTH OF SR-60 ' (1) ·
'Intrsect w Reed Canal Rd ' (1) ·
'US-192 EB - Indian River ' (1) ·
'US-192 WB-Indian River ' (1)
Latitude 016:
Longitude 017:
Owner 022:
Built 027:
Lanes 028a: (Click arrow to add another value)
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)
Inspect Date 090:
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) ·
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:
Clearance 116:
Showing below up to 19 results in range #1 to #19.
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