Drilldown: bridge data
From Indian River Lagoon Project
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bridge data > Channel 061:
Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and brush restrict the channel. 
& Inspect Date 090:
02-17
& Inspect Date 090:
02-17 Use the filters below to narrow your results.
ObjectID:
County 003:
Place 004:
Route 005d:
Direction 005e:
Features 006a:
'C-37 Canal ' (1) ·
'CANAL ' (1) ·
'CYPRESS CREEK #2 ' (1) ·
'E-3 CANAL ' (1) ·
'Eau Gallie River ' (1) ·
'Fla. Turnpike & 2 canals' (1) ·
'Groover Creek ' (1) ·
'Hanson Grant Outlet ' (1) ·
'Indian River ' (1) ·
'Indian River IWW ' (1) ·
'Indian River Relief ' (1) ·
'MANATEE CREEK ' (1) ·
'Reed Canal ' (1) ·
'Sebastian Canal ' (1) ·
'Sebastian Canal West ' (1) ·
'SFWMD C-15 CANAL ' (1) ·
'Tyson Creek ' (1) ·
'WARNER CREEK ' (1)
Critical 006b:
Facility 007:
'Americana Blvd. ' (1) ·
'BRANT DR/CARL BOTT' (1) ·
'CR-722 (COVE RD) ' (1) ·
'Croton Road ' (1) ·
'DIXIE HIGHWAY ' (1) ·
'EB Forest Hill Bld' (1) ·
'I-95 ' (1) ·
'I-95 (SR-9) ' (1) ·
'Micco Rd. ' (1) ·
'Reed Ca Prk Ent Rd' (1) ·
'Service Road ' (1) ·
'SR 614 (INDRIO-RD)' (1) ·
'SR-520 ' (1) ·
'SR91 N/S TPK 119.1' (1) ·
'Tymber Creek Road ' (1) ·
'US-192 EB ' (1) ·
'US-192 WB ' (1) ·
'WB Forest Hill Bld' (1) ·
'WB Lake Worth Rd. ' (1) ·
'Wilden Road ' (1)
Number 008:
700170 (1) ·
700174 (1) ·
700181 (1) ·
704035 (1) ·
704048 (1) ·
704086 (1) ·
704176 (1) ·
705918 (1) ·
790113 (1) ·
794072 (1) ·
796500 (1) ·
890011 (1) ·
890079 (1) ·
890113 (1) ·
890139 (1) ·
930328 (1) ·
930514 (1) ·
934349 (1) ·
935501 (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) ·
'0.2 Mile S of Aurora Road' (1) ·
'0.5 mile E. of US-1 ' (1) ·
'0.6 MI E OF I-95 ON SR614' (1) ·
'1.2Mi. E of Savannah Rd. ' (1) ·
'1.3 MI N OF PLM BCH CO LI' (1) ·
'1.6 miles North of SR-40 ' (1) ·
'1.7 mi. east of SR-7 ' (1) ·
'1.7 miles east of SR 7 ' (1) ·
'100 ft E of Minton Road ' (1) ·
'1mi. east of Jog Rd. ' (1) ·
'2 mi West of US-1 ' (1) ·
'2.9 Mi. N of US 92 ' (1) ·
'I-95 (2 mi. N. of SR-76) ' (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:
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:
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) ·
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: (Click arrow to add another value)
Direction 102:
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 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:
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