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:
Direction 005e:
Features 006a:
'Barge Canal ' (1) ·
'Boca Inlet ' (1) ·
'INTRACOASTAL WATERWAY ' (1) ·
'IWW Indian River ' (1) ·
'MIAMI CANAL ' (1) ·
'RIM DITCH CANAL C-24 ' (1) ·
'Service Rd & Canal ' (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) ·
'Tomoka River ' (1) ·
INDIAN RIVER (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) ·
'Old Dixie Hwy. ' (1) ·
'SR 707 (Dixie Hwy)' (1) ·
'SR-3 ' (1) ·
'SR-401 SB ' (1) ·
'SR-44 ' (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) ·
'WB Spanish River ' (1) ·
'WB SR 802 Lake Ave' (1) ·
NASA CAUSEWAY EB (1) ·
NASA CAUSEWAY WB (1)
Number 008:
700030 (1) ·
700072 (1) ·
700201 (1) ·
703001 (1) ·
703002 (1) ·
790172 (1) ·
794016 (1) ·
890003 (1) ·
890068 (1) ·
930060 (1) ·
930104 (1) ·
930142 (1) ·
930154 (1) ·
930226 (1) ·
934408 (1) ·
934502 (1) ·
940015 (1) ·
940049 (1) ·
940050 (1) ·
940082 (1)
Location 009:
'0.2MI S OF EDWARDS RD ' (1) ·
'0.2MI S OF US-27 ' (1) ·
'0.4 mi S of Addison Drive' (1) ·
'0.6MI E OF US-1 ' (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 SB - Barge Canal ' (1) ·
'SR-44 - Indian River ' (1) ·
'STUART TPK INTERCHANGE ' (1) ·
'WB SR800.2Mi west of US-1' (1) ·
'WEST PALM BEACH INTERCH. ' (1) ·
KENNEDY SPACE CENTER (1)
Latitude 016:
Longitude 017:
Owner 022:
Built 027:
Lanes 028a: (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:
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)
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) ·
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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