Drilldown: bridge data
From Indian River Lagoon Project
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Use the filters below to narrow your results.
ObjectID:
County 003:
Place 004:
Route 005d:
Features 006a:
'Barge Canal ' (1) ·
'Boca Inlet ' (1) ·
'BRANCH OF ICWW ' (1) ·
'Intracoastal Waterway ' (1) ·
'IWW Indian River ' (1) ·
'MIAMI CANAL ' (1) ·
'RIM DITCH CANAL C-24 ' (1) ·
'Service Rd & Canal ' (1) ·
'SR 808 GLADES RD ' (1) ·
'SR 91 TPK ' (1) ·
'SR 91 TPK (STUART INT) ' (1) ·
'SR 91 TPK(OKEECH BV INT)' (1) ·
'St. Lucie River ' (1) ·
'TEN MILE CREEK ' (1)
Critical 006b:
Facility 007:
'A1A ' (1) ·
'CORKSCREW BLVD. ' (1) ·
'CR611B(SELVITZ RD)' (1) ·
'CR712 MDWYRD 150.3' (1) ·
'E. CAMINO REAL ' (1) ·
'EB Spanish Rvr Bvd' (1) ·
'JUPITER ISLAND PK ' (1) ·
'LINTON BLVD. ' (1) ·
'SR 707 (Dixie Hwy)' (1) ·
'SR-3 ' (1) ·
'SR-401 NB ' (1) ·
'SR-401 SB ' (1) ·
'SR-44 ' (1) ·
'SR91 N/S TPK 75.92' (1) ·
'SR91 NB TPK 142.2 ' (1) ·
'SR91 SB TPK 100.15' (1) ·
'SR91 SB TPK 134.32' (1) ·
'SR91 SB TPK 142.2 ' (1) ·
'US-1 (SR-5) ' (1) ·
'WB Spanish River ' (1) ·
'WB SR 802 Lake Ave' (1)
Number 008:
700030 (1) ·
700031 (1) ·
700072 (1) ·
700117 (1) ·
700201 (1) ·
790172 (1) ·
890003 (1) ·
890068 (1) ·
930004 (1) ·
930060 (1) ·
930104 (1) ·
930142 (1) ·
930154 (1) ·
930226 (1) ·
930322 (1) ·
930416 (1) ·
934126 (1) ·
934408 (1) ·
934502 (1) ·
940015 (1) ·
940049 (1) ·
940050 (1) ·
940082 (1)
Location 009:
'0.2MI EAST OF US-1 (SR-5)' (1) ·
'0.2MI S OF EDWARDS RD ' (1) ·
'0.2MI S OF US-27 ' (1) ·
'0.5MI N OF JUPITER BCH RD' (1) ·
'0.6MI E OF US-1 ' (1) ·
'1 Mile South of SR-786 ' (1) ·
'1.2 mi N Broward Cnty ' (1) ·
'1.2MI S PORT ST LUCIE BLV' (1) ·
'1.2MI S PORT ST LUCIE RMP' (1) ·
'1/4Mi W of New Roosevelt ' (1) ·
'2.6 MI S OF FT PIER INTCH' (1) ·
'EB SR800 .2mi West of A1A' (1) ·
'Lake Ave / ICWW ' (1) ·
'SR-3 NB over Barge Canal ' (1) ·
'SR-3 SB over Barge Canal ' (1) ·
'SR-401 NB - Barge Canal ' (1) ·
'SR-401 SB - Barge Canal ' (1) ·
'SR-44 - Indian River ' (1) ·
'SR-91 FL TPK OVER SR-808 ' (1) ·
'STUART TPK INTERCHANGE ' (1) ·
'WB SR800.2Mi west of US-1' (1) ·
'WEST PALM BEACH INTERCH. ' (1)
Latitude 016:
26202096 (1) ·
26202200 (1) ·
26220464 (1) ·
26231074 (1) ·
26231130 (1) ·
26262317 (1) ·
26365544 (1) ·
26413511 (1) ·
26423954 (1) ·
26495569 (1) ·
26562485 (1) ·
27092801 (1) ·
27121243 (1) ·
27154481 (1) ·
27154501 (1) ·
27222822 (1) ·
27241547 (1) ·
28242777 (1) ·
28242782 (1) ·
28243313 (1) ·
28243314 (1) ·
28243318 (1) ·
29021928 (1)
Longitude 017:
80022882 (1) ·
80033671 (1) ·
80035475 (1) ·
80041209 (1) ·
80041536 (1) ·
80041914 (1) ·
80042082 (1) ·
80043770 (1) ·
80081956 (1) ·
80101495 (1) ·
80154065 (1) ·
80180781 (1) ·
80210806 (1) ·
80210855 (1) ·
80215950 (1) ·
80230229 (1) ·
80375518 (1) ·
80375608 (1) ·
80375690 (1) ·
80422088 (1) ·
80422154 (1) ·
80482588 (1) ·
80542264 (1)
Owner 022:
Built 027:
Traffic 029:
Traffic Year 030:
Service On 042a:
Service Under 042b:
Kind 043a: (Click arrow to add another value)
Type 043b:
Length 049:
Deck 058: (Click arrow to add another value)
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:
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 assessed or calculated scour conditions; field review indicates action is required to protect exposed foundations (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 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 not over waterway. (1)
Future 114:
Future Year 115: (Click arrow to add another value)
Clearance 116:
Showing below up to 23 results in range #1 to #23.
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