Drilldown: bridge data
From Indian River Lagoon Project
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bridge data > Status:
AM 
& Traffic Year 030:
2017
& Channel 061:
Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly.
& Traffic Year 030:
2017
& Channel 061:
Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. Use the filters below to narrow your results.
ObjectID:
Status: (Click arrow to add another value)
County 003:
Place 004:
Route 005d:
Direction 005e:
Features 006a:
'BELCHER CANAL C-25 ' (1) ·
'Boca Inlet ' (1) ·
'C-24 CANAL ' (1) ·
'C-51/WEST PALM BCH CANAL' (1) ·
'CANAL C-104 ' (1) ·
'CANAL C-108 ' (1) ·
'CANAL C-24 ' (1) ·
'COUNTY LINE CANAL C-23 ' (1) ·
'DANFORTH CREEK ' (1) ·
'E-3 CANAL ' (1) ·
'EL RIO CANAL ' (1) ·
'FIVE MILE CREEK ' (1) ·
'Intracoastal Waterway ' (1) ·
'NORTH PALM BCH WATERWAY ' (1) ·
'PARK LATERAL CANAL ' (1) ·
'TEN MILE CREEK ' (1)
Critical 006b:
Facility 007:
'97 TH STREET ' (1) ·
'A1A ' (1) ·
'BINKS FOREST DRIVE' (1) ·
'CR603(JOHNSTON RD)' (1) ·
'CR611B(SELVITZ RD)' (1) ·
'ELEVEN MILE ROAD ' (1) ·
'GORDY ROAD ' (1) ·
'KIRBY LOOP ROAD ' (1) ·
'LIGHTHOUSE DRIVE ' (1) ·
'NORTH MACEDO BLVD ' (1) ·
'PORT ST LUCIE BLVD' (1) ·
'RANGE LINERD CR609' (1) ·
'SELVITZ ROAD ' (1) ·
'SHINN ROAD ' (1) ·
'SUNSET TRAIL ' (1) ·
'SW 18TH ST ' (1) ·
'US 98 (SR 80) ' (1) ·
'US-1 (SR-5) ' (1)
Number 008:
884003 (1) ·
894031 (1) ·
930005 (1) ·
930060 (1) ·
930439 (1) ·
934293 (1) ·
935218 (1) ·
936550 (1) ·
940015 (1) ·
940018 (1) ·
940026 (1) ·
940038 (1) ·
940067 (1) ·
940071 (1) ·
944010 (1) ·
945254 (1) ·
945271 (1) ·
945272 (1)
Location 009:
'0.2MI S OF EDWARDS RD ' (1) ·
'0.3MI E OF PROSPERITY FAR' (1) ·
'0.3MI W OF OLD DIXIE HWY.' (1) ·
'0.5MI S of CR-712 ' (1) ·
'0.5MI W OF NW ST JAMES DR' (1) ·
'0.6MI EAST OF MCNEIL ROAD' (1) ·
'0.7MI WEST OF MAPP ROAD ' (1) ·
'0.8 MI S OF SR-70 ' (1) ·
'0.8MI SOUTH OF SR-70 ' (1) ·
'1.2 mi N Broward Cnty ' (1) ·
'100FT N OF ANGLE ROAD ' (1) ·
'3/4 MI North of SR-706 ' (1) ·
'3MI S of SR-70 ' (1) ·
'5.7MI W OF US-1 ' (1) ·
'AT 141st ST ' (1) ·
'AT MARTIN COUNTY LINE ' (1) ·
'AT US-441 (SOUTHERN BLVD)' (1) ·
'Southern Blvd / E-3 Canal' (1)
Latitude 016:
Longitude 017:
Owner 022:
Built 027:
Traffic 029:
Traffic Year 030: (Click arrow to add another value)
Service On 042a:
Service Under 042b:
Kind 043a:
Type 043b:
Length 049:
Deck 058:
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) ·
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 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 is scour critical; bridge foundations determined to be unstable for assessed or calculated scour conditions: Scour within limits of footing or piles. Scour below spread-footing base or pile tips. (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:
Future Year 115:
Clearance 116:
Showing below up to 18 results in range #1 to #18.
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