Drilldown: bridge data
From Indian River Lagoon Project
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- Event (169)
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- definition (254)
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Use the filters below to narrow your results.
ObjectID:
County 003:
Place 004:
Route 005d:
Direction 005e:
Features 006a:
'B-19 Canal ' (1) ·
'C-51/WEST PALM BCH CANAL' (1) ·
'Callalisa Creek ' (1) ·
'CANAL ' (1) ·
'Danforth Creek ' (1) ·
'E-1 Canal ' (1) ·
'E-4 CANAL ' (1) ·
'Halifax River IWW ' (1) ·
'IWW Indian River ' (1) ·
'Lake Ashby Canal ' (1) ·
'LATERAL E DRAIN CANAL ' (1) ·
'LIPTOG CANAL ' (1) ·
'LWDD CANAL E-1 ' (1) ·
'LWDD E-1 Canal ' (1) ·
'LWDD E-3 CANAL ' (1) ·
'SR-76 & St. Lucie Canal ' (1) ·
'SR-91 TPK-DRAINAGE CANAL' (1) ·
'SR-91 TPK/DRAINAGE CANAL' (1) ·
'Thompson River ' (1)
Critical 006b:
Facility 007:
'10TH AVE NORTH ' (1) ·
'27TH STREET ' (1) ·
'BINKS FOREST DRIVE' (1) ·
'CLINT MOORE RD ' (1) ·
'HYPOLUXO ROAD WB ' (1) ·
'Lake Ashby Road ' (1) ·
'Lake Worth Road ' (1) ·
'Military Trail ' (1) ·
'MINER RD. ' (1) ·
'PINE RIDGE WAY ' (1) ·
'ROYAL PLM BH BL NB' (1) ·
'ROYAL PLM BH BL SB' (1) ·
'SR-40 ' (1) ·
'SR-44 ' (1) ·
'SR-808 (Glades Rd)' (1) ·
'SW 18TH ST WB ' (1) ·
'SW 18TH ST. EB ' (1) ·
'US-441 SR-15 ' (1) ·
'VILLAGE BLVD (NB) ' (1) ·
'VILLAGE BLVD (SB) ' (1) ·
'WB SR - 714 ' (1) ·
'Willow Run Blvd. ' (1)
Number 008:
790132 (1) ·
790151 (1) ·
790152 (1) ·
794146 (1) ·
796401 (1) ·
885809 (1) ·
890103 (1) ·
890135 (1) ·
930401 (1) ·
930413 (1) ·
934138 (1) ·
934293 (1) ·
934345 (1) ·
934348 (1) ·
934925 (1) ·
934926 (1) ·
934929 (1) ·
934942 (1) ·
937361 (1) ·
937363 (1) ·
937710 (1) ·
937711 (1) ·
937714 (1)
Location 009:
'.2mi W of Clyde Morris Bl' (1) ·
'0.2 MILE WEST OF US-1 ' (1) ·
'0.3MI E of CONGRESS AVE. ' (1) ·
'0.7 mi south of PGA Blvd.' (1) ·
'0.9MI W OF MILITARY TRAIL' (1) ·
'0.9MI W OF POWERLINE RD ' (1) ·
'1.0MI W OF MILITARY TRAIL' (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) ·
'50FT W OF VILLAGE BLVD ' (1) ·
'AT US-441 (SOUTHERN BLVD)' (1) ·
'AT US-441 SR-7 ' (1) ·
'Lake Worth Rd. at SR-7 ' (1) ·
'SR-40 over IWW ' (1) ·
'SR-44 - Callalisa Creek ' (1) ·
'SR-44 - Indian River ' (1) ·
'SR-808 at SR-7 Boca Raton' (1) ·
'US-441 and SR-76 ' (1)
Latitude 016:
26195316 (1) ·
26195370 (1) ·
26220386 (1) ·
26243117 (1) ·
26332602 (1) ·
26342072 (1) ·
26370131 (1) ·
26375277 (1) ·
26405713 (1) ·
26433224 (1) ·
26435320 (1) ·
26435409 (1) ·
26440062 (1) ·
26440066 (1) ·
26494457 (1) ·
26590720 (1) ·
27102072 (1) ·
27384786 (1) ·
28563087 (1) ·
29012564 (1) ·
29014444 (1) ·
29073249 (1) ·
29171420 (1)
Longitude 017:
80050618 (1) ·
80053153 (1) ·
80053241 (1) ·
80060815 (1) ·
80061936 (1) ·
80074621 (1) ·
80074641 (1) ·
80101305 (1) ·
80101307 (1) ·
80121129 (1) ·
80121251 (1) ·
80121646 (1) ·
80133989 (1) ·
80134000 (1) ·
80161373 (1) ·
80172828 (1) ·
80240703 (1) ·
80370127 (1) ·
80541414 (1) ·
80550332 (1) ·
81014619 (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 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:
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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