Drilldown: bridge data
From Indian River Lagoon Project
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ObjectID:
Date: (Click arrow to add another value)
County 003:
Place 004: (Click arrow to add another value)
Route 005d:
Direction 005e:
Features 006a:
'Canal ' (1) ·
'Carter's Canal ' (1) ·
'E-2-E Canal ' (1) ·
'E-3 CANAL ' (1) ·
'E3-canal ' (1) ·
'Goat Creek ' (1) ·
'L-14 CANAL ' (1) ·
'LAT CANAL (LK WORTH INT)' (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) ·
'Sebastian Canal ' (1) ·
'Tillman Canal ' (1) ·
'Turkey Creek ' (1)
Critical 006b:
Facility 007:
'10TH AVE NORTH ' (1) ·
'Babcock Street ' (1) ·
'BISCAYNE DRIVE ' (1) ·
'Briar Creek Blvd. ' (1) ·
'CRESTHAVEN BLVD ' (1) ·
'EB Lake Worth Rd. ' (1) ·
'Forest Hill Blvd. ' (1) ·
'Haverhill Rd ' (1) ·
'Hurley Blvd ' (1) ·
'I-95 ' (1) ·
'I-95 NB ' (1) ·
'I-95 SB ' (1) ·
'JOG ROAD ' (1) ·
'KUDZA ROAD ' (1) ·
'Lake Worth Road ' (1) ·
'Lantana Road ' (1) ·
'Malabar Rd ' (1) ·
'Melaleuca Lane ' (1) ·
'PURDY LANE ' (1) ·
'SR 91 TPK RMP 93.5' (1) ·
'US-1 NB ' (1) ·
'US-1 SB ' (1) ·
'WB Lake Worth Rd. ' (1)
Number 008:
700034 (1) ·
700119 (1) ·
700162 (1) ·
700204 (1) ·
700205 (1) ·
704004 (1) ·
704042 (1) ·
705500 (1) ·
705919 (1) ·
930328 (1) ·
930329 (1) ·
930334 (1) ·
930456 (1) ·
934312 (1) ·
934315 (1) ·
934322 (1) ·
934326 (1) ·
934329 (1) ·
934348 (1) ·
934359 (1) ·
934361 (1) ·
934365 (1) ·
934366 (1) ·
935750 (1)
Location 009:
'0.2MI S of FOREST HILL BV' (1) ·
'0.4MI S of Melaleuca Ln ' (1) ·
'0.5 MI W OF HAVERHILL RD ' (1) ·
'0.5MI W OF HAVERHILL ROAD' (1) ·
'0.6 mi S of Pt Malabar Bl' (1) ·
'0.8 MI N of LANTANA ROAD ' (1) ·
'0.9MI W OF MILITARY TRAIL' (1) ·
'1 mi S of Malabar Rd ' (1) ·
'1 Mile East of Jog Rd. ' (1) ·
'1.1Mi W of Miltiary Trail' (1) ·
'1.5 Mi. S of SR-514 ' (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) ·
'2.5 Miles West of CR-509 ' (1) ·
'50ft W of TPK (SR-91) ' (1) ·
'8 mi South of Malabar Rd ' (1) ·
'I-95 NB - Tillman Canal ' (1) ·
'I-95 SB- Tillman Canal ' (1) ·
'LAKE WORTH INTERCHANGE ' (1) ·
'Lake Worth Rd at FL Trnpk' (1) ·
'US-1 NB over Goat Creek ' (1) ·
'US-1 SB over Goat Creek ' (1)
Latitude 016:
26352535 (1) ·
26352546 (1) ·
26360954 (1) ·
26361478 (1) ·
26362838 (1) ·
26370347 (1) ·
26370804 (1) ·
26370912 (1) ·
26371314 (1) ·
26373441 (1) ·
26375277 (1) ·
26381235 (1) ·
26384113 (1) ·
26385460 (1) ·
26390702 (1) ·
27531888 (1) ·
27580607 (1) ·
27580636 (1) ·
27584460 (1) ·
27591529 (1) ·
27595640 (1) ·
28003795 (1) ·
28004733 (1) ·
28004737 (1)
Longitude 017:
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) ·
80102572 (1) ·
80323926 (1) ·
80324008 (1) ·
80355219 (1) ·
80370039 (1) ·
80372083 (1) ·
80382659 (1) ·
80382780 (1) ·
80424614 (1) ·
80424640 (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)
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 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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