Drilldown: bridge data
From Indian River Lagoon Project
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ObjectID:
County 003:
Place 004: (Click arrow to add another value)
Direction 005e:
Features 006a:
'Boynton Inlet ' (1) ·
'CANAL ' (1) ·
'E-2-E Canal ' (1) ·
'E-3 CANAL ' (1) ·
'E3-canal ' (1) ·
'HYPOLUXO ISLAND LAGOON ' (1) ·
'L-14 CANAL ' (1) ·
'LAT CANAL (LK WORTH INT)' (1) ·
'LATERAL CANAL #38 ' (1) ·
'LWDD E-2 W ' (1) ·
'LWDD E-2E Canal ' (1) ·
'LWDD E-3 CANAL ' (1) ·
'LWDD L-14 Cnl ' (1) ·
'LWDD LAT 8 CANAL ' (1) ·
'SR 802 LAKE WORTH RD ' (1)
Critical 006b:
Facility 007:
'10TH AVE NORTH ' (1) ·
'BISCAYNE DRIVE ' (1) ·
'CRESTHAVEN BLVD ' (1) ·
'EAST OCEAN AVE. ' (1) ·
'EB Lake Worth Rd. ' (1) ·
'Forest Hill Blvd. ' (1) ·
'Haverhill Rd ' (1) ·
'INLET CAY DR. ' (1) ·
'Island Drive ' (1) ·
'JOG ROAD ' (1) ·
'KUDZA ROAD ' (1) ·
'Lake Worth Road ' (1) ·
'Lantana Road ' (1) ·
'Melaleuca Lane ' (1) ·
'PURDY LANE ' (1) ·
'SABLE ISLAND DRIVE' (1) ·
'SR 91 TPK RMP 93.5' (1) ·
'SR A1A ' (1) ·
'SR91 N/S TPK 92.1 ' (1) ·
'SR91 N/S TPK 93.3 ' (1) ·
'WB Lake Worth Rd. ' (1)
Number 008:
930061 (1) ·
930223 (1) ·
930328 (1) ·
930329 (1) ·
930334 (1) ·
930456 (1) ·
931001 (1) ·
934312 (1) ·
934315 (1) ·
934322 (1) ·
934326 (1) ·
934329 (1) ·
934347 (1) ·
934348 (1) ·
934359 (1) ·
934361 (1) ·
934365 (1) ·
934366 (1) ·
935750 (1) ·
936654 (1) ·
936655 (1) ·
936656 (1)
Location 009:
'.1 Mile W of US-A1A ' (1) ·
'0.04Mi W OF A1A ' (1) ·
'0.2 MI W OF A1A ' (1) ·
'0.2MI S of FOREST HILL BV' (1) ·
'0.2MI WEST OF OF A1A ' (1) ·
'0.4MI S of Melaleuca Ln ' (1) ·
'0.5 MI W OF HAVERHILL RD ' (1) ·
'0.5MI W OF HAVERHILL ROAD' (1) ·
'0.8 MI N of LANTANA ROAD ' (1) ·
'0.9MI W OF MILITARY TRAIL' (1) ·
'1 Mile East of Jog Rd. ' (1) ·
'1.1Mi W of Miltiary Trail' (1) ·
'1.2 MI NO OF LANTANA RD ' (1) ·
'1.5mi E of Jog Rd. ' (1) ·
'100ft E of Fla Turnpike ' (1) ·
'1MI W of SR809 MIL. TRL ' (1) ·
'1mi. east of Jog Rd. ' (1) ·
'2.0 MILES N OF SR 812 ' (1) ·
'50ft W of TPK (SR-91) ' (1) ·
'A1A 2.5km North of SR 804' (1) ·
'LAKE WORTH INTERCHANGE ' (1) ·
'Lake Worth Rd at FL Trnpk' (1)
Latitude 016:
26315908 (1) ·
26322144 (1) ·
26323521 (1) ·
26324386 (1) ·
26350275 (1) ·
26352535 (1) ·
26352546 (1) ·
26360866 (1) ·
26360954 (1) ·
26361478 (1) ·
26362838 (1) ·
26370275 (1) ·
26370347 (1) ·
26370804 (1) ·
26370912 (1) ·
26371314 (1) ·
26373441 (1) ·
26375277 (1) ·
26381235 (1) ·
26384113 (1) ·
26385460 (1) ·
26390702 (1)
Longitude 017:
80023162 (1) ·
80023594 (1) ·
80024595 (1) ·
80024971 (1) ·
80025576 (1) ·
80072023 (1) ·
80074322 (1) ·
80074389 (1) ·
80074527 (1) ·
80074621 (1) ·
80074708 (1) ·
80074786 (1) ·
80074852 (1) ·
80074938 (1) ·
80075828 (1) ·
80084953 (1) ·
80101893 (1) ·
80102240 (1) ·
80102258 (1) ·
80102470 (1) ·
80102528 (1) ·
80102572 (1)
Owner 022:
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 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:
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)
Future 114:
Clearance 116:
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