Drilldown: bridge data
From Indian River Lagoon Project
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ObjectID:
13723 (1) ·
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County 003:
Place 004:
Route 005d:
Direction 005e:
Features 006a:
'6th Avenue South ' (1) ·
'BESSEY CREEK ' (1) ·
'Blue Cypress Marsh ' (1) ·
'C-51 Canal ' (1) ·
'C-52 Canal ' (1) ·
'Canal ' (1) ·
'Danforth Creek ' (1) ·
'E-1 Canal ' (1) ·
'Florida Turnpike (SR-91)' (1) ·
'FTPK & S Macedo Blvd. ' (1) ·
'Goat Creek ' (1) ·
'Halifax River IWW ' (1) ·
'I-4 ' (1) ·
'I-95 ' (1) ·
'L-78 Borrow Canal ' (1) ·
'Lake Ashby Canal ' (1) ·
'Lake Worth Util Outfall ' (1) ·
'Lateral J Canal ' (1) ·
'Padgett Branch Marsh ' (1) ·
'Palm Beach Lakes Blvd. ' (1) ·
'Reed Canal ' (1) ·
'Rim Ditch Canal C-24 ' (1) ·
'S. R. 7 & Return Ramps ' (1) ·
'St. John's Marsh ' (1) ·
'St. Johns Marsh ' (1) ·
'St. Sebastian River ' (1) ·
'WPB CANAL C-51 ' (1)
Critical 006b:
Facility 007:
'6 Ave S to NB I-95' (1) ·
'Becker Rd. ' (1) ·
'Berry Avenue ' (1) ·
'Cassadaga Road ' (1) ·
'CR-606 (Oslo Rd) ' (1) ·
'CR519 (Fiske Blvd)' (1) ·
'Crosstown Parkway ' (1) ·
'Gradick Drive ' (1) ·
'I 95 SR 9 ' (1) ·
'I 95 SR 9 SB ' (1) ·
'KIRK ROAD ' (1) ·
'Lake Ashby Road ' (1) ·
'Military Trail ' (1) ·
'MURPHY RD ' (1) ·
'Reed Ca Prk Ent Rd' (1) ·
'ROYAL PLM BH BL NB' (1) ·
'ROYAL PLM BH BL SB' (1) ·
'Sebastian Blvd EB ' (1) ·
'Sebastian Blvd WB ' (1) ·
'SR 80/Southern Bld' (1) ·
'SR-40 ' (1) ·
'SR-60 EB ' (1) ·
'SR-60 WB ' (1) ·
'SR-808 (Glades Rd)' (1) ·
'SR70 EB Okeechobee' (1) ·
'Viera Blvd EB ' (1) ·
'Viera Blvd WB ' (1)
Number 008:
704096 (1) ·
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704101 (1) ·
790132 (1) ·
790210 (1) ·
794146 (1) ·
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940157 (1) ·
941001 (1) ·
944018 (1)
Location 009:
'0.1 Mile S of CR-714 ' (1) ·
'0.1 mile S of I-95 ' (1) ·
'0.1Mi. E of Bayshore Blvd' (1) ·
'0.2Mi. W of Valkaria Rd. ' (1) ·
'0.3 Mi. W of SE Bosko Dr ' (1) ·
'0.4MI NW OF HIGH MEADOW ' (1) ·
'0.6Mi W of US-1 ' (1) ·
'1 mile North of SR 704 ' (1) ·
'1.3mi South of 10th Ave N' (1) ·
'10.3Mi. E of SR-91 (TPK) ' (1) ·
'11.6Mi. E of SR-91 (TPK) ' (1) ·
'12.1Mi. E of SR-91 (TPK) ' (1) ·
'1mi. west of CR-613 ' (1) ·
'2 miles west of Turnpike ' (1) ·
'2.8 MI East of I-95 ' (1) ·
'200ft. East of SR-415 ' (1) ·
'2MI N OF OKEECHOBEE BLV ' (1) ·
'2Mi West of CR-512 ' (1) ·
'6.4Mi. E of SR-91 (TPK) ' (1) ·
'AT SR-80 SOUTHERN BLVD ' (1) ·
'Cassadaga Road over I-4 ' (1) ·
'Intrsect w Reed Canal Rd ' (1) ·
'NE Quad I 95 6th Ave S ' (1) ·
'SR-40 over IWW ' (1) ·
'SR-80 & Military Trail ' (1) ·
'SR-808 at SR-7 Boca Raton' (1) ·
'Viera Blvd EB over I-95 ' (1) ·
'Viera Blvd WB over I-95 ' (1)
Latitude 016:
26220386 (1) ·
26363210 (1) ·
26363990 (1) ·
26403700 (1) ·
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29171420 (1)
Longitude 017:
80040610 (1) ·
80040740 (1) ·
80052285 (1) ·
80061380 (1) ·
80064300 (1) ·
80121090 (1) ·
80121129 (1) ·
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80430030 (1) ·
80433190 (1) ·
80433200 (1) ·
80434440 (1) ·
80434460 (1) ·
80443473 (1) ·
80443870 (1) ·
80475710 (1) ·
80475780 (1) ·
81005885 (1) ·
81030614 (1) ·
81060951 (1) ·
81151506 (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 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: (Click arrow to add another value)
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) ·
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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