Drilldown: bridge data
From Indian River Lagoon Project
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ObjectID:
13765 (1) ·
13809 (1) ·
13810 (1) ·
13811 (1) ·
13812 (1) ·
15796 (1) ·
15797 (1) ·
15798 (1) ·
15802 (1) ·
15816 (1) ·
15819 (1) ·
15821 (1) ·
15981 (1) ·
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15986 (1) ·
15987 (1) ·
15988 (1) ·
15989 (1) ·
15990 (1) ·
15991 (1) ·
15992 (1) ·
15993 (1) ·
15994 (1) ·
15995 (1) ·
19534 (1)
County 003:
Place 004: (Click arrow to add another value)
Route 005d: (Click arrow to add another value)
Direction 005e:
Features 006a:
Critical 006b:
Facility 007:
'Barracuda Blvd. ' (1) ·
'BOBWHITE ROAD ' (1) ·
'CRESTWOOD BLVD ' (1) ·
'CRESTWOOD BLVD. ' (1) ·
'CRESTWOOD BLVD. N ' (1) ·
'Fifth Street ' (1) ·
'GOLDFINCH LANE ' (1) ·
'GRANDVIEW WAY ' (1) ·
'LA MANCHA AVE. ' (1) ·
'MADRID STREET ' (1) ·
'Magnolia St. ' (1) ·
'OKEECHOBEE BLVD. ' (1) ·
'OKEECHOBEE RD WB ' (1) ·
'OKEECHOBEE RD. EB ' (1) ·
'PIONEER ROAD ' (1) ·
'PONCE DE LEON ST ' (1) ·
'RAVEN COURT ' (1) ·
'Riverside Drive ' (1) ·
'ROYAL PALM BCH BLV' (1) ·
'ROYAL PLM BH BL NB' (1) ·
'ROYAL PLM BH BL SB' (1) ·
'SPARROW DRIVE ' (1) ·
'Turnbull Bay Road ' (1)
Number 008:
794022 (1) ·
795700 (1) ·
795701 (1) ·
795713 (1) ·
795729 (1) ·
934220 (1) ·
934221 (1) ·
934222 (1) ·
934240 (1) ·
934291 (1) ·
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934296 (1) ·
937350 (1) ·
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937358 (1) ·
937359 (1) ·
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937361 (1) ·
937362 (1) ·
937363 (1) ·
937366 (1) ·
937367 (1)
Location 009:
'0.03MI W OF DOVE CIRCLE ' (1) ·
'0.13mi NW from N Causeway' (1) ·
'0.1mi E of Riverside Dr ' (1) ·
'0.1MI N OF BELVEDERE ROAD' (1) ·
'0.1MI N of BILBAO ST. ' (1) ·
'0.1MI N OF OKEECHOBEE BLV' (1) ·
'0.1MI N OF SANDPIPER AVE.' (1) ·
'0.1MI S OF OKEECHOBEE BL ' (1) ·
'0.1MI W OF SEM PRATT WHIT' (1) ·
'0.2Mi W OF ROYAL P.B. BLV' (1) ·
'0.3M N OF OKEECHOBEE BLV ' (1) ·
'0.3MI N OF OKEECHOBEE BLV' (1) ·
'0.3MI W OF ROYAL PALM BL ' (1) ·
'0.3MI W OF RYL PALM BH BL' (1) ·
'0.6MI S OF OKEECHOBEE BLV' (1) ·
'0.8MI N OF SR 80 ' (1) ·
'1.2MI S OF OKEECHOBEE BL ' (1) ·
'1.3MI N OF SR-80 ' (1) ·
'1.9 Miles West of US-1 ' (1) ·
'175FT S of LAS PALMAS ST ' (1) ·
'180FT E OF SANDPIPER AVE ' (1) ·
'180ft W of LAS PALMAS ST.' (1) ·
'200ft. S of 10th Street ' (1) ·
'2MI N OF OKEECHOBEE BLV ' (1) ·
'82FT EAST OF SR-7 ' (1)
Latitude 016:
26401668 (1) ·
26412599 (1) ·
26412989 (1) ·
26414262 (1) ·
26415366 (1) ·
26415540 (1) ·
26415742 (1) ·
26415887 (1) ·
26420973 (1) ·
26421351 (1) ·
26421675 (1) ·
26422207 (1) ·
26422263 (1) ·
26422645 (1) ·
26423137 (1) ·
26423784 (1) ·
26423785 (1) ·
26424333 (1) ·
26430840 (1) ·
26433343 (1) ·
26434195 (1) ·
26435320 (1) ·
26435409 (1) ·
29001730 (1) ·
29001931 (1) ·
29004760 (1) ·
29020655 (1) ·
29030413 (1)
Longitude 017:
80120806 (1) ·
80123486 (1) ·
80125285 (1) ·
80130371 (1) ·
80130501 (1) ·
80130754 (1) ·
80130890 (1) ·
80131606 (1) ·
80131759 (1) ·
80133989 (1) ·
80134000 (1) ·
80134407 (1) ·
80134460 (1) ·
80134651 (1) ·
80134748 (1) ·
80135529 (1) ·
80135980 (1) ·
80135984 (1) ·
80140096 (1) ·
80142395 (1) ·
80143409 (1) ·
80144092 (1) ·
80184167 (1) ·
80544173 (1) ·
80545000 (1) ·
80545465 (1) ·
80545924 (1) ·
80573537 (1)
Owner 022:
Built 027:
Traffic 029:
Service On 042a:
Service Under 042b:
Kind 043a:
Type 043b:
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)
Culvert 062:
Deterioration or initial disintegration, minor chloride contamination, cracking with some leaching, or spalls on concrete or masonry walls and slabs. Local minor scouring at curtain walls, wingwalls or pipes. Metal culverts have a smooth curvature, non-symmetrical shape, significant corrosion or moderate pitting. (1) ·
N/A (1)
Direction 102:
Deck Type 107:
Scour 113:
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 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:
Showing below up to 28 results in range #1 to #28.
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