Drilldown: bridge data
From Indian River Lagoon Project
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13747 (1) ·
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County 003:
Place 004:
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Route 005d:
Direction 005e:
Features 006a:
'ARCHIES CREEK ' (1) ·
'BOYNTON CANAL ' (1) ·
'BRANCH OF MIAMI CANAL ' (1) ·
'CANAL ' (1) ·
'CANAL E-4 ' (1) ·
'Canal No. 1 (Rim Canal) ' (1) ·
'Drainage Ditch ' (1) ·
'E-3 CANAL ' (1) ·
'E3 CANAL ' (1) ·
'ELKCAM CANAL ' (1) ·
'FLORIDA TURNPIKE ' (1) ·
'Intracoastal Waterway ' (1) ·
'JONES CREEK ' (1) ·
'KELLER CANAL ' (1) ·
'LAKE IDA CANAL ' (1) ·
'LAKE WORTH TRIBUTARY ' (1) ·
'LWDD E-3 CANAL ' (1) ·
'MANATEE POCKET ' (1) ·
'Misner Branch ' (1) ·
'Murray Creek ' (1) ·
'RETENTION POND ' (1) ·
'ROEBUCK CREEK ' (1) ·
'SIMS CREEK ' (1) ·
'TEN MILE CREEK ' (1) ·
'TRIBUTARY OF MANATEE CRE' (1) ·
'WEST PALM BEACH CANAL ' (1) ·
'WPB Canal (C-51) ' (1)
Critical 006b:
Facility 007:
'AIROSO BLVD. ' (1) ·
'Atlantic Avenue ' (1) ·
'BEL LIDO DRIVE ' (1) ·
'BELVEDERE ROAD ' (1) ·
'BUCKSKIN TRAIL ' (1) ·
'CENTER DRIVE ' (1) ·
'CENTER STREET ' (1) ·
'CR-A1A (DIXIE HWY)' (1) ·
'CR712A (MCCARTY RD' (1) ·
'DYER PARK ROAD ' (1) ·
'EB Lake Worth Rd. ' (1) ·
'Forest Hill Blvd. ' (1) ·
'HORSESHOE POINT RD' (1) ·
'IBIS WAY ' (1) ·
'JOG ROAD (NB) ' (1) ·
'LAKE IDA ROAD ' (1) ·
'Main Trail ' (1) ·
'McClure Road ' (1) ·
'MERCER AVE ' (1) ·
'MIAMI CANAL ROAD ' (1) ·
'NORTHLAKE BLVD(EB)' (1) ·
'NORTHLAKE BLVD(WB)' (1) ·
'PALMETTO PK RD ' (1) ·
'PROSPERITY FARM RD' (1) ·
'SB SR-5 (US-1) ' (1) ·
'SR-656 (17th St.) ' (1) ·
'SW 22ND WAY ' (1) ·
'US-1 ' (1) ·
'Willowood Drive ' (1)
Number 008:
704032 (1) ·
790181 (1) ·
796000 (1) ·
880077 (1) ·
890004 (1) ·
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937708 (1) ·
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944013 (1)
Location 009:
'.21 E of Minton Rd. ' (1) ·
'0.1MI W of HAVERHILL RD. ' (1) ·
'0.1MI WEST OF A1A ' (1) ·
'0.2 Mi E of ANCHOR AVE. ' (1) ·
'0.3MI E OF CONGRESS ' (1) ·
'0.3MI N OF CR-712 ' (1) ·
'0.4 Mi. W of SR-A1A ' (1) ·
'0.5 MILE WEST OF JOG RD ' (1) ·
'0.5Mi S of COVE RD ' (1) ·
'0.6MI NE OF INDIANTOWN RD' (1) ·
'0.7MI N OF BOYNTON BEACH ' (1) ·
'0.8 Mile West of Nova Rd ' (1) ·
'0.8MI E of INDIANTOWN RD ' (1) ·
'0.9 MILE N OF PGA BLVD. ' (1) ·
'1 Mile East of Jog Rd. ' (1) ·
'1.1 MI E OF JOG ROAD ' (1) ·
'1.5MI W OF MILITARY TRAIL' (1) ·
'1.6MI Nof PT ST LUCIE BLD' (1) ·
'150 FT E of SW 10TH ST ' (1) ·
'150ft. W of WILDWOOD DR ' (1) ·
'1MI SW OF US-441 ' (1) ·
'2.2MI S OF SR-80 ' (1) ·
'200ft. W of A1A ' (1) ·
'250FT N of BELVEDERE RD ' (1) ·
'4.3 Mi North of SR-44 ' (1) ·
'ADJ W SIDE MILITARY TRAIL' (1) ·
'Between SR-A1A & SR-5 ' (1) ·
'IN JOHN PRINCE PARK ' (1) ·
'Just west of I-95 ' (1) ·
'N of Roosevelt Bridge ' (1)
Latitude 016:
26210226 (1) ·
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Longitude 017:
80022643 (1) ·
80035127 (1) ·
80040020 (1) ·
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80044341 (1) ·
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80572087 (1) ·
81054109 (1)
Owner 022:
Built 027: (Click arrow to add another value)
Traffic 029:
101 (1) ·
111000 (1) ·
14200 (1) ·
15043 (1) ·
153 (1) ·
15500 (1) ·
160 (1) ·
18041 (1) ·
18391 (1) ·
18800 (1) ·
19400 (1) ·
21500 (1) ·
26500 (1) ·
27000 (1) ·
28500 (1) ·
300 (1) ·
3000 (1) ·
324 (1) ·
3240 (1) ·
3500 (1) ·
47500 (1) ·
49000 (1) ·
50 (1) ·
500 (1) ·
5792 (1) ·
6000 (1) ·
800 (1)
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 being eroded. River control devices and/or embankment have major damage. Trees and brush restrict the channel. (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:
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 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 not over waterway. (1)
Future 114:
121 (1) ·
126 (1) ·
192 (1) ·
192590 (1) ·
22070 (1) ·
24637 (1) ·
26100 (1) ·
265 (1) ·
26893 (1) ·
31301 (1) ·
32400 (1) ·
32618 (1) ·
33659 (1) ·
37303 (1) ·
4000 (1) ·
45978 (1) ·
49448 (1) ·
50 (1) ·
500 (1) ·
521 (1) ·
600 (1) ·
6073 (1) ·
6300 (1) ·
7008 (1) ·
8000 (1) ·
82412 (1) ·
85015 (1) ·
960 (1)
Clearance 116:
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