Drilldown: bridge data
From Indian River Lagoon Project
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Route 005d:
Direction 005e:
Features 006a:
'BOYNTON CANAL C-16 ' (1) ·
'C-52 Canal ' (1) ·
'CANAL E-1 ' (1) ·
'Cnl.Trib. to Turnbull Ck' (1) ·
'CYPRESS CREEK ' (1) ·
'Drainage Ditch ' (1) ·
'E 3.5 AIRPORT CANAL ' (1) ·
'FL. TPK. SR-91 ' (1) ·
'Florida Turnpike (SR-91)' (1) ·
'FLORIDA TURNPIKE SR-91 ' (1) ·
'HYPOLUXO ISLAND LAGOON ' (1) ·
'LAKE CLARKE CHANNEL ' (1) ·
'LATERAL E DRAIN CANAL ' (1) ·
'LEVEE NO.8 ' (1) ·
'LWDD CANAL L-9 ' (1) ·
'LWDD E-1 CANAL ' (1) ·
'LWDD E-3 CANAL ' (1) ·
'Moore's Creek ' (1) ·
'Nav. Banana River Canal ' (1) ·
'OUTFALL SLOUGH ' (1) ·
'ROEBUCK CREEK ' (1) ·
'SFC DIST CANAL NO 1 ' (1) ·
'SR-91 (Fl. Tpk.) ' (1) ·
'Sykes Creek ' (1) ·
'Thompson River ' (1) ·
'Trib To Turnbull Creek ' (1) ·
'WEST PALM BEACH CANAL ' (1) ·
'Yacht Club Cut ' (1)
Critical 006b:
Facility 007:
'27TH STREET ' (1) ·
'ARMONE PLACE ' (1) ·
'Becker Rd. ' (1) ·
'BUCKSKIN TRAIL ' (1) ·
'CENTRE PARK BLVD. ' (1) ·
'CHERRY ROAD ' (1) ·
'DONALD ROSS RD EB ' (1) ·
'DONALD ROSS RD WB ' (1) ·
'EAST OCEAN AVE. ' (1) ·
'Fifth Street ' (1) ·
'Girard Blvd. ' (1) ·
'HARRIS RD ' (1) ·
'JOG ROAD ' (1) ·
'LAWRENCE ROAD ' (1) ·
'LOCKS ROAD ' (1) ·
'MEDITERRANEAN RD ' (1) ·
'Military Trail ' (1) ·
'PALOMINO DRIVE ' (1) ·
'PGA Blvd. (SR 786)' (1) ·
'PIONEER ROAD ' (1) ·
'PIPER'S GLEN ROAD ' (1) ·
'Richland Ave ' (1) ·
'SR-60 EB ' (1) ·
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'SR-714 ' (1) ·
'SR-80WB (Southern)' (1) ·
'SR91 NB TPK 178.03' (1) ·
'SR91 SB TPK 178.03' (1) ·
'US-1 (SR-5) ' (1) ·
'WEST LAKE DRIVE ' (1) ·
'Williams Road ' (1) ·
'Willowood Drive ' (1)
Number 008:
704013 (1) ·
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794061 (1) ·
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Location 009:
'.21 E of Minton Rd. ' (1) ·
'0.1 mi W of Banana Rvr Dr' (1) ·
'0.1mi E of Riverside Dr ' (1) ·
'0.2 Mi East of Australian' (1) ·
'0.2 MILE WEST OF US-1 ' (1) ·
'0.25 W of Turnbull Bay Rd' (1) ·
'0.2MI WEST OF OF A1A ' (1) ·
'0.3 Mi. W of SE Bosko Dr ' (1) ·
'0.4 mile East of SR-3 ' (1) ·
'0.4 MILE EAST OF SR-809 ' (1) ·
'0.5 MI WEST OF SR-809 ' (1) ·
'0.5Mi W of SR-76 ' (1) ·
'0.7 mi south of PGA Blvd.' (1) ·
'0.8Mi N OF BOYNTON BCH B ' (1) ·
'0.8MI N OF LAKEWORTH BLVD' (1) ·
'0.9 mile North of CR-40A ' (1) ·
'1 MI S OF FOREST HILL BVD' (1) ·
'1 mile North of SR-70 ' (1) ·
'1.0M S OF OKEECHOBEE BLVD' (1) ·
'1.1MI W OF US-1 ' (1) ·
'1.7 MI S OF FOREST HILL ' (1) ·
'15 MI S OF SR 60 ' (1) ·
'15 MI SOUTH OF SR 60 ' (1) ·
'150ft. W of WILDWOOD DR ' (1) ·
'2Mi West of CR-512 ' (1) ·
'2Mi. West of CR-512 ' (1) ·
'82FT EAST OF SR-7 ' (1) ·
'AT SR-7 US-441 ' (1) ·
'AT TEDDAR ROAD ' (1) ·
'PUMP STA AT 20 MI BEND ' (1) ·
'Tpk/PGA Blvd interchange ' (1) ·
'Turnpike at Stuart exit. ' (1)
Latitude 016:
26295449 (1) ·
26321988 (1) ·
26331348 (1) ·
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29024857 (1)
Longitude 017:
80023162 (1) ·
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80214953 (1) ·
80240703 (1) ·
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80401219 (1) ·
80403783 (1) ·
80403784 (1) ·
80413113 (1) ·
80413508 (1) ·
80434234 (1) ·
80434242 (1) ·
80545465 (1) ·
80574874 (1) ·
80575726 (1)
Owner 022:
Built 027:
Traffic 029:
1040 (1) ·
1051 (1) ·
1052 (1) ·
1091 (1) ·
1200 (1) ·
1227 (1) ·
1390 (1) ·
14600 (1) ·
1550 (1) ·
160 (1) ·
1600 (1) ·
16250 (1) ·
24000 (1) ·
25000 (1) ·
26000 (1) ·
28000 (1) ·
3025 (1) ·
34500 (1) ·
3600 (1) ·
4320 (1) ·
50 (1) ·
500 (1) ·
5000 (1) ·
5850 (1) ·
607 (1) ·
6174 (1) ·
7850 (1) ·
8800 (1)
Service On 042a:
Service Under 042b:
Kind 043a: (Click arrow to add another value)
Type 043b:
Length 049: (Click arrow to add another value)
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:
Inspect Date 090:
Direction 102:
Rebuilt 106:
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) ·
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:
10150 (1) ·
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1320 (1) ·
1419 (1) ·
1500 (1) ·
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1737 (1) ·
1800 (1) ·
192 (1) ·
2000 (1) ·
25331 (1) ·
2603 (1) ·
28194 (1) ·
41640 (1) ·
43375 (1) ·
45110 (1) ·
48580 (1) ·
50 (1) ·
5184 (1) ·
5205 (1) ·
59858 (1) ·
600 (1) ·
6000 (1) ·
6246 (1) ·
704 (1) ·
9812 (1)
Clearance 116:
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