Drilldown: bridge data
From Indian River Lagoon Project
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ObjectID:
12245 (1) ·
13745 (1) ·
13746 (1) ·
13747 (1) ·
15182 (1) ·
15288 (1) ·
15743 (1) ·
15750 (1) ·
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County 003:
Place 004:
None (1) ·
35550 (1) ·
58725 (1) ·
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Direction 005e:
Features 006a:
'ARCHIES CREEK ' (1) ·
'BOYNTON CANAL ' (1) ·
'CANAL E-4 ' (1) ·
'Canal No. 1 (Rim Canal) ' (1) ·
'E3 CANAL ' (1) ·
'ELKCAM CANAL ' (1) ·
'FLORIDA TURNPIKE ' (1) ·
'INTRACOASTAL WATERWAY ' (1) ·
'ITCWD CANAL 3 ' (1) ·
'JONES CREEK ' (1) ·
'KELLER CANAL ' (1) ·
'Lateral Canal 30 ' (1) ·
'LATERAL CANAL A ' (1) ·
'Little Haw Swamp ' (1) ·
'Murray Creek ' (1) ·
'Nova Canal ' (1) ·
'RETENTION POND ' (1) ·
'ROEBUCK CREEK ' (1) ·
'SIMS CREEK ' (1) ·
'SR-514 ' (1) ·
'WPB Canal (C-51) ' (1)
Critical 006b: (Click arrow to add another value)
Facility 007:
'26TH STREET ' (1) ·
'AIROSO BLVD. ' (1) ·
'BELVEDERE ROAD ' (1) ·
'BUCKSKIN TRAIL ' (1) ·
'CENTER DRIVE ' (1) ·
'CENTER STREET ' (1) ·
'CRESTWOOD BLVD. ' (1) ·
'DONALD ROSS RD EB ' (1) ·
'DYER PARK ROAD ' (1) ·
'Forest Hill Blvd. ' (1) ·
'I 95 SR 9 ' (1) ·
'I-95 ' (1) ·
'JOG ROAD (NB) ' (1) ·
'LAKE IDA ROAD ' (1) ·
'McClure Road ' (1) ·
'NORTHLAKE BLVD(EB)' (1) ·
'NORTHLAKE BLVD(WB)' (1) ·
'PROSPERITY FARM RD' (1) ·
'SR-5A ' (1) ·
'Truck Trail #12 ' (1) ·
'US-1 ' (1)
Number 008:
700202 (1) ·
790177 (1) ·
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790181 (1) ·
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944013 (1)
Location 009:
'0.1MI W of HAVERHILL RD. ' (1) ·
'0.3MI E OF CONGRESS ' (1) ·
'0.4 Mi. S. of Beville Rd ' (1) ·
'0.5 MILE WEST OF JOG RD ' (1) ·
'0.6MI NE OF INDIANTOWN RD' (1) ·
'0.7MI N OF BOYNTON BEACH ' (1) ·
'0.8MI E of INDIANTOWN RD ' (1) ·
'0.8MI WEST OF US-1 ' (1) ·
'0.9 MILE N OF PGA BLVD. ' (1) ·
'1.1 MI E OF JOG ROAD ' (1) ·
'1.2MI S OF OKEECHOBEE BL ' (1) ·
'1.5MI W OF MILITARY TRAIL' (1) ·
'1.6MI Nof PT ST LUCIE BLD' (1) ·
'150ft. W of WILDWOOD DR ' (1) ·
'1MI SW OF US-441 ' (1) ·
'2 miles N of Atlantic Ave' (1) ·
'4.3 Mi North of SR-44 ' (1) ·
'AT CR-615 - 66TH AVE ' (1) ·
'I-95 - SR-514 ' (1) ·
'IN JOHN PRINCE PARK ' (1) ·
'Just west of I-95 ' (1) ·
'Lake George Conservation ' (1) ·
'SR-5A over Nova Canal ' (1) ·
'SR-5A over Nova Canal ' (1)
Latitude 016:
26281579 (1) ·
26281595 (1) ·
26290100 (1) ·
26322077 (1) ·
26364799 (1) ·
26391800 (1) ·
26412599 (1) ·
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29044616 (1) ·
29091610 (1) ·
29093945 (1) ·
29101368 (1) ·
29102421 (1) ·
29153934 (1)
Longitude 017:
80040991 (1) ·
80041600 (1) ·
80041852 (1) ·
80045351 (1) ·
80050470 (1) ·
80051796 (1) ·
80070561 (1) ·
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80161911 (1) ·
80205857 (1) ·
80274670 (1) ·
80374985 (1) ·
80402996 (1) ·
80572087 (1) ·
81011090 (1) ·
81012273 (1) ·
81013312 (1) ·
81013879 (1) ·
81211913 (1)
Owner 022:
Built 027: (Click arrow to add another value)
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)
Culvert 062:
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 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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