Drilldown: bridge data
From Indian River Lagoon Project
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- Event (169)
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- Waterbody (27)
- bridge (13)
- bridge data (1468)
- definition (254)
- fips (487)
- repository (98)
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Use the filters below to narrow your results.
ObjectID:
County 003:
Place 004:
Route 005d:
Features 006a:
Critical 006b:
Facility 007:
'CLINT MOORE RD EB ' (1) ·
'Dunn Avenue ' (1) ·
'E/B Atlantic Ave. ' (1) ·
'EB Okee. Blvd. ' (1) ·
'I 95 SR 9 ' (1) ·
'Loxahatchee Slough' (1) ·
'NB US-27 SR-25 ' (1) ·
'SB I 95 to Lantana' (1) ·
'SB US-27 SR-25 ' (1) ·
'SR-528 EB ' (1) ·
'SR91 SB TPK 91.26 ' (1) ·
'SW 23 Ave Golf Rd ' (1) ·
'WB Okee. Blvd. ' (1)
Number 008:
700198 (1) ·
794189 (1) ·
930275 (1) ·
930303 (1) ·
930352 (1) ·
930353 (1) ·
930375 (1) ·
930417 (1) ·
930418 (1) ·
930437 (1) ·
931003 (1) ·
934167 (1) ·
934969 (1)
Location 009:
'1.45 Mi W of Bee Line Hwy' (1) ·
'1.7 miles North of SR 706' (1) ·
'1.9 Miles East of US-441 ' (1) ·
'2.0 MI N of US-92 on I-95' (1) ·
'2.1MI S LAKEWORTH INTERCH' (1) ·
'Atlantic Ave./Fl. Tpk. ' (1) ·
'Just West of I 95 ' (1) ·
'Lantana I 95 Interchange ' (1) ·
'Palm Beach - Broward Line' (1) ·
'SR-528 EB at I-95 ' (1) ·
'SR-704 Over SR-91 ' (1)
Latitude 016:
Longitude 017:
Owner 022:
Built 027:
Traffic 029:
Service On 042a:
Service Under 042b:
Kind 043a:
Type 043b:
Length 049:
Width 052: (Click arrow to add another value)
Deck 058:
Superstructure 059: (Click arrow to add another value)
Substructure 060:
Channel 061:
Culvert 062:
Inspect Date 090:
Direction 102:
Rebuilt 106:
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:
Showing below up to 13 results in range #1 to #13.
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