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:
Route 005d:
Direction 005e:
Features 006a:
'C-23 CANAL ' (1) ·
'C-51 Canal ' (1) ·
'CSX RR ' (1) ·
'FL. TPK. SR-91 ' (1) ·
'Hillsboro Canal L14 ' (1) ·
'I 95 SR 9 ' (1) ·
'Intracoastal Waterway ' (1) ·
'LWDD C-17 CANAL ' (1) ·
'LWDD CANAL E-1 ' (1) ·
'LWDD E-3 CANAL ' (1) ·
'LWDD LAT 17 CANAL ' (1) ·
'Palm Beach Canal C-51 ' (1) ·
'RELIEF CANAL ' (1) ·
'Spruce Creek ' (1) ·
'SR-614 (Indrio Rd) ' (1) ·
'Ten Mile Creek ' (1) ·
'Turnbull Creek ' (1)
Critical 006b:
Facility 007:
'CENTRAL PK BL S EB' (1) ·
'CENTRL PK BL S WB' (1) ·
'CONGRESS AVE SB ' (1) ·
'GRANDVIEW WAY ' (1) ·
'LA MANCHA AVE. ' (1) ·
'MADRID STREET ' (1) ·
'N. LAKE BLVD EB ' (1) ·
'N. LAKE BLVD WB ' (1) ·
'NB I-95 (SR-9) ' (1) ·
'NB I-95 (SR-9) ' (1) ·
'Park Road ' (1) ·
'PGA Blvd. (SR 786)' (1) ·
'Pioneer Trail ' (1) ·
'Pioneer Trail ' (1) ·
'ROYAL PLM BH BL SB' (1) ·
'SB I-95 (SR-9) ' (1) ·
'SR 804 ' (1) ·
'SR 804 Boyton B B ' (1) ·
'SR A1A ' (1) ·
'SR-15 Main St. ' (1) ·
'SR-5/S. Olive Ave.' (1) ·
'WALLIS ROAD ' (1) ·
'WB SR-70 ' (1)
Number 008:
794117 (1) ·
794118 (1) ·
890110 (1) ·
890111 (1) ·
930265 (1) ·
930267 (1) ·
930268 (1) ·
930269 (1) ·
930285 (1) ·
930289 (1) ·
930338 (1) ·
930367 (1) ·
930801 (1) ·
934223 (1) ·
934331 (1) ·
934920 (1) ·
934921 (1) ·
937356 (1) ·
937359 (1) ·
937362 (1) ·
937366 (1) ·
940086 (1) ·
940087 (1) ·
940120 (1)
Location 009:
'.5mi East US1 Lakeworth ' (1) ·
'0.15 mi East of Bay Drive' (1) ·
'0.1MI N OF BELVEDERE ROAD' (1) ·
'0.1MI N of BILBAO ST. ' (1) ·
'0.3M N OF OKEECHOBEE BLV ' (1) ·
'0.5 MI W OF HAVERHILL RD ' (1) ·
'0.5mi. East of US-1 ' (1) ·
'0.6Mi S OF CR-812 ' (1) ·
'0.8MI E OF I-95 ' (1) ·
'0.8MI EAST OF I-95 ' (1) ·
'1 mile West of US 1 ' (1) ·
'1.3 miles East of CR-415 ' (1) ·
'180ft W of LAS PALMAS ST.' (1) ·
'2.6MI W OF SEMINOLE PRATT' (1) ·
'2mi. N of SR714 on I95 ' (1) ·
'2mi.N of SR714 on I95 ' (1) ·
'3.9 mi. W of FL Turnpike ' (1) ·
'At East Canal St. ' (1) ·
'AT US-441 (SR-7) ' (1) ·
'AT US-441 SR-7 ' (1) ·
'Just West of I 95 ' (1) ·
'NB I-95/SR-614(Indrio Rd)' (1) ·
'SB I-95/SR-614(INDRIO RD)' (1) ·
'Tpk/PGA Blvd interchange ' (1)
Latitude 016:
26211596 (1) ·
26211635 (1) ·
26314400 (1) ·
26314407 (1) ·
26344631 (1) ·
26383900 (1) ·
26405332 (1) ·
26410344 (1) ·
26411023 (1) ·
26414262 (1) ·
26423785 (1) ·
26424333 (1) ·
26433343 (1) ·
26465867 (1) ·
26482992 (1) ·
26483050 (1) ·
26502106 (1) ·
27121953 (1) ·
27122261 (1) ·
27233900 (1) ·
27311700 (1) ·
27311955 (1) ·
29013457 (1) ·
29030188 (1)
Longitude 017:
80025351 (1) ·
80030866 (1) ·
80042314 (1) ·
80042770 (1) ·
80050893 (1) ·
80050894 (1) ·
80052320 (1) ·
80074249 (1) ·
80074689 (1) ·
80121056 (1) ·
80123486 (1) ·
80130501 (1) ·
80130890 (1) ·
80134460 (1) ·
80210453 (1) ·
80240091 (1) ·
80240291 (1) ·
80270180 (1) ·
80270543 (1) ·
80273077 (1) ·
80400416 (1) ·
80572813 (1) ·
81024737 (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 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: (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)
Future 114:
Clearance 116:
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