Drilldown: bridge data
From Indian River Lagoon Project
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- Event (169)
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Use the filters below to narrow your results.
ObjectID:
County 003:
Place 004:
Direction 005e:
Features 006a:
'CANAL ' (1) ·
'CPB20 CANAL ' (1) ·
'Danforth Creek ' (1) ·
'Drainage Ditch ' (1) ·
'E-1 Canal ' (1) ·
'E-3 CANAL ' (1) ·
'Halifax River IWW ' (1) ·
'Lake Ashby Canal ' (1) ·
'LIPTOG CANAL ' (1) ·
'LWDD E-1 CANAL ' (1) ·
'PGA Blvd SR 786 ' (1) ·
'RELIEF CANAL ' (1) ·
'SR 786 PGA Blvd ' (1) ·
'SR-70 (Okeechobee Rd.) ' (1) ·
'SR-76 & St. Lucie Canal ' (1) ·
'SWEETIE SLOUGH ' (1) ·
'Turkey Creek ' (1)
Critical 006b:
Facility 007:
'EB SR - 714 ' (1) ·
'GOLDFINCH LANE ' (1) ·
'I 95 NB SR 9 ' (1) ·
'Lake Ashby Road ' (1) ·
'NB SR-9 (I-95) ' (1) ·
'PINE RIDGE WAY ' (1) ·
'PIONEER ROAD ' (1) ·
'Port Malabar Bl EB' (1) ·
'ROYAL PLM BH BL NB' (1) ·
'ROYAL PLM BH BL SB' (1) ·
'SB I 95 SR 9 ' (1) ·
'SB SR-9 ( I-95) ' (1) ·
'SPARROW DRIVE ' (1) ·
'Spotted Fawn Way ' (1) ·
'SR-40 ' (1) ·
'SR-808 (Glades Rd)' (1) ·
'SW GREENRIDGE LANE' (1) ·
'US-441 SR-15 ' (1) ·
'VILLAGE BLVD (NB) ' (1) ·
'VILLAGE BLVD (SB) ' (1) ·
'WB Lake Worth Rd. ' (1) ·
'WB SR - 714 ' (1)
Number 008:
704203 (1) ·
705910 (1) ·
790132 (1) ·
794146 (1) ·
890103 (1) ·
890134 (1) ·
890135 (1) ·
894049 (1) ·
930328 (1) ·
930335 (1) ·
930336 (1) ·
930401 (1) ·
934221 (1) ·
937354 (1) ·
937360 (1) ·
937361 (1) ·
937363 (1) ·
937710 (1) ·
937711 (1) ·
937714 (1) ·
940101 (1) ·
940102 (1)
Location 009:
'0.1MI N OF SANDPIPER AVE.' (1) ·
'0.3MI W OF RYL PALM BH BL' (1) ·
'0.6MI S of SW96 ST(CR76A)' (1) ·
'1.6 miles East of SR-507 ' (1) ·
'1mi. east of Jog Rd. ' (1) ·
'1mi. N of North Lake Blvd' (1) ·
'1mi. N of Northlake Blvd.' (1) ·
'2.5 mi East of TPK Exit ' (1) ·
'200ft. East of SR-415 ' (1) ·
'2MI N OF OKEECHOBEE BLV ' (1) ·
'2Mi S of 45TH ST CR-702 ' (1) ·
'2mi S of SR-68(Orange Av)' (1) ·
'50FT W OF VILLAGE BLVD ' (1) ·
'82FT EAST OF SR-7 ' (1) ·
'At Lake Washington Rd ' (1) ·
'SR-40 over IWW ' (1) ·
'SR-808 at SR-7 Boca Raton' (1) ·
'US-441 and SR-76 ' (1)
Latitude 016:
26220386 (1) ·
26370912 (1) ·
26401668 (1) ·
26415887 (1) ·
26421675 (1) ·
26433224 (1) ·
26435320 (1) ·
26435409 (1) ·
26440062 (1) ·
26440066 (1) ·
26502240 (1) ·
26502290 (1) ·
26590720 (1) ·
27044705 (1) ·
27101997 (1) ·
27102072 (1) ·
27245645 (1) ·
27245841 (1) ·
28010115 (1) ·
28085200 (1) ·
28563087 (1) ·
29171420 (1)
Longitude 017:
80053153 (1) ·
80053241 (1) ·
80060655 (1) ·
80060720 (1) ·
80060815 (1) ·
80074786 (1) ·
80120806 (1) ·
80121129 (1) ·
80131759 (1) ·
80133989 (1) ·
80134000 (1) ·
80140096 (1) ·
80161373 (1) ·
80161483 (1) ·
80183914 (1) ·
80231716 (1) ·
80231922 (1) ·
80354573 (1) ·
80370127 (1) ·
80424100 (1) ·
81030614 (1) ·
81060951 (1)
Owner 022:
Built 027: (Click arrow to add another value)
Traffic 029:
Service On 042a:
Service Under 042b:
Kind 043a: (Click arrow to add another value)
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) ·
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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