Drilldown: bridge data
From Indian River Lagoon Project
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12270 (1) ·
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County 003:
Place 004:
Route 005d:
Direction 005e:
Features 006a:
'BARBARA BASIN ' (1) ·
'BRANCH OF INDIAN RIVER ' (1) ·
'C-51 Canal ' (1) ·
'Canal C-51 ' (1) ·
'Creek ' (1) ·
'E-1 Canal ' (1) ·
'Goat Creek ' (1) ·
'Hillsboro Canal ' (1) ·
'L-10 Canal ' (1) ·
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'L-5 Canal ' (1) ·
'L-8 CANAL ' (1) ·
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'LAKE WORTH ' (1) ·
'LAKE WORTH TRIBUTARY ' (1) ·
'Little Haw Swamp ' (1) ·
'LWDD CANAL L-9 ' (1) ·
'LWDD L-7 CANAL ' (1) ·
'NORTH PALM BCH WATERWAY ' (1) ·
'S-135 Canal ' (1) ·
'S-5 Discharge Canal ' (1) ·
'TIDAL CANAL ' (1) ·
SR-401 (1)
Critical 006b:
Facility 007:
'FLYING COW ROAD ' (1) ·
'Gradick Drive ' (1) ·
'IBIS WAY ' (1) ·
'Indian Lake Road ' (1) ·
'ISLAND RD. ' (1) ·
'ISLAND ROAD ' (1) ·
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'LIGHTHOUSE DRIVE ' (1) ·
'LittleRanchesTrail' (1) ·
'MEDITERRANEAN RD ' (1) ·
'Park Road ' (1) ·
'PINETREE LANE ' (1) ·
'Private Road ' (1) ·
'SIMARA STREET ' (1) ·
'Stribling Way ' (1) ·
'SW Wood St. ' (1) ·
'Tadlock Ave. ' (1) ·
'Truck Trail #12 ' (1) ·
'Valkaria Road ' (1) ·
'WEST LAKE DRIVE ' (1) ·
Overpass Ramp (1)
Number 008:
700218 (1) ·
704095 (1) ·
704096 (1) ·
704191 (1) ·
790800 (1) ·
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Location 009:
'0.04MI S OF FOREST HILL ' (1) ·
'0.1MI WEST OF A1A ' (1) ·
'0.2 MI West of US-98 ' (1) ·
'0.25 mi N of Valkaria Rd ' (1) ·
'0.25MI E OF SEWALLS PT RD' (1) ·
'0.2Mi. W of Valkaria Rd. ' (1) ·
'0.3MI E OF PROSPERITY FAR' (1) ·
'0.4MI W of S. COUNTY ROAD' (1) ·
'0.5 MI S of FOREST HILL ' (1) ·
'0.6 Mile West of US-27 ' (1) ·
'1 MI S OF FOREST HILL BVD' (1) ·
'1.0 Mi E of Nob Hill Road' (1) ·
'1.0 Mi South of CR-827 ' (1) ·
'1.7 MI S OF FOREST HILL ' (1) ·
'100FT Eof SEWALLS PT. RD.' (1) ·
'13.5 Mi S/O S/B E of US27' (1) ·
'14.8 Mi West of US-27 ' (1) ·
'2.3mi N on Indian Lake Rd' (1) ·
'2.5 Miles West of US-1 ' (1) ·
'2.6MI W OF SEMINOLE PRATT' (1) ·
'21.0 Mi North of US-27 ' (1) ·
'300FT East of CR-717 ' (1) ·
'4.0 MI NW OF US-441 ' (1) ·
'6.0 Mi. West of US-27 ' (1) ·
'6.3MI S of SoBay at US-27' (1) ·
'650FT E OF SEWALLS PT. RD' (1) ·
'AT SR-80 ' (1) ·
'Lake George Conservation ' (1) ·
'South Side of US-98 ' (1) ·
'StriblingWay ovr E-1canal' (1) ·
0.7 Mile N of SR-528 (1)
Latitude 016:
26195649 (1) ·
26200070 (1) ·
26200200 (1) ·
26210580 (1) ·
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26290520 (1) ·
26342300 (1) ·
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27571293 (1) ·
27575403 (1) ·
27580021 (1) ·
28250000 (1) ·
29095886 (1) ·
29153934 (1)
Longitude 017:
80022643 (1) ·
80023337 (1) ·
80040599 (1) ·
80042050 (1) ·
80043055 (1) ·
80043118 (1) ·
80043232 (1) ·
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80375599 (1) ·
80380610 (1) ·
80391185 (1) ·
80393900 (1) ·
80423700 (1) ·
80423874 (1) ·
80462658 (1) ·
80492277 (1) ·
81091698 (1) ·
81211913 (1)
Owner 022: (Click arrow to add another value)
Built 027:
Traffic 029:
Service On 042a:
Service Under 042b:
Kind 043a:
Type 043b:
Length 049:
Width 052:
Deck 058:
Superstructure 059:
Substructure 060:
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. (1) ·
Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. (1) ·
Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. (1) ·
N/A (1) ·
No noticeable or noteworthy deficiencies which affect the condition of the channel. (1)
Culvert 062:
N/A (1) ·
No noticeable or noteworthy deficiencies which affect the condition of the culvert. Insignificant scrape marks caused by drift. (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 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 not over waterway. (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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