Drilldown: bridge data
From Indian River Lagoon Project
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bridge data > Service On 042a:
Highway 
& 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) ·
'CANAL-1 ' (1) ·
'CYPRESS CREEK #2 ' (1) ·
'Drainage Canal ' (1) ·
'DRAINAGE DITCH ' (1) ·
'Groover Creek ' (1) ·
'Hanson Grant Outlet ' (1) ·
'Indian River ' (1) ·
'Indian River IWW ' (1) ·
'NORTH RELIEF CANAL ' (1) ·
'Sebastian Canal ' (1) ·
'Sebastian Canal West ' (1) ·
'TAYLOR CREEK ' (1) ·
'TAYLOR CREEK CANAL-1 ' (1) ·
'TEN MILE CREEK ' (1) ·
'Tyson Creek ' (1)
Critical 006b:
Facility 007:
'CARLTON RD (CR613)' (1) ·
'CR-615 (66TH AVE) ' (1) ·
'CR-708 ' (1) ·
'CR605 OLD DIXIE HW' (1) ·
'CR712A (MCCARTY RD' (1) ·
'I-95 ' (1) ·
'I-95 (SR-9) ' (1) ·
'KEEN RD (CR-611) ' (1) ·
'Micco Rd. ' (1) ·
'SR 614 (INDRIO-RD)' (1) ·
'SR-520 ' (1) ·
'SR91 N/S TPK 119.1' (1) ·
'SR91 N/S TPK 156.6' (1) ·
'TAYLOR DAIRY ROAD ' (1) ·
'Tymber Creek Road ' (1) ·
'US-192 WB ' (1) ·
'Wilden Road ' (1)
Number 008:
700170 (1) ·
700174 (1) ·
704035 (1) ·
704086 (1) ·
790113 (1) ·
794072 (1) ·
880006 (1) ·
890079 (1) ·
890139 (1) ·
894064 (1) ·
940019 (1) ·
940029 (1) ·
940030 (1) ·
940037 (1) ·
940043 (1) ·
940065 (1) ·
940137 (1)
Location 009:
'.15 mi W of Fleming Grant' (1) ·
'0.3 MILES NORTH OF US-1 ' (1) ·
'0.3MI N OF CR-712 ' (1) ·
'0.42 MI NORTH OF SR-68 ' (1) ·
'0.5 mile E. of US-1 ' (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) ·
'1.3 MI N OF PLM BCH CO LI' (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) ·
'2.9 Mi. N of US 92 ' (1) ·
'3.7 MILES NORTH OF SR-60 ' (1) ·
'I-95 (2 mi. N. of SR-76) ' (1) ·
'US-192 WB-Indian River ' (1)
Latitude 016:
Longitude 017:
Owner 022:
Built 027:
Traffic 029:
Service On 042a: (Click arrow to add another value)
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:
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 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 17 results in range #1 to #17.
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