Drilldown: bridge data
From Indian River Lagoon Project
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- Event (169)
- News Link (111)
- Organization (18)
- Waterbody (27)
- bridge (13)
- bridge data (1468)
- definition (254)
- fips (487)
- repository (98)
- timeline (19)
- weblink (123)
Use the filters below to narrow your results.
ObjectID:
County 003:
Place 004:
Direction 005e:
Features 006a:
'Bear Wildlife Crossing ' (1) ·
'Cougar Wildlife Crossing' (1) ·
'Deer Wildlife Crossing ' (1) ·
'FEC RR & Georgia Ave. ' (1) ·
'FL TPK (SR-91) ' (1) ·
'I 95 SR 9 ' (1) ·
'I-4 ' (1) ·
'SR 91 TPK ' (1) ·
'SR 91 TPK (PGA BV INT) ' (1) ·
'SR-91 TPK(GLADES RD INT)' (1) ·
'St Lucie River / SR-707 ' (1) ·
'WB SR 80 ' (1)
Critical 006b:
Facility 007:
'DNLD RS RD E 112.2' (1) ·
'DNLD RS RD W 112.2' (1) ·
'EB US 98 SR 80 ' (1) ·
'Enterprise Rd. ' (1) ·
'NB SR 807 ' (1) ·
'NB US-1 / SR-5 ' (1) ·
'Roebuck Road ' (1) ·
'SB SR 807 ' (1) ·
'SR 400 WB ' (1) ·
'SR-400 ' (1) ·
'SR91 NB TPK 109.5 ' (1) ·
'SR91SB ON/OFF 76.4' (1) ·
'US-98 (SR-80) ' (1) ·
'WB US 98 SR 80 ' (1)
Number 008:
790191 (1) ·
790205 (1) ·
790207 (1) ·
790247 (1) ·
890152 (1) ·
930053 (1) ·
930381 (1) ·
930419 (1) ·
930450 (1) ·
930462 (1) ·
930476 (1) ·
930533 (1) ·
930539 (1) ·
931013 (1) ·
934283 (1)
Location 009:
'.25m W of US-1 on US-98 ' (1) ·
'1.0 Mi West of Haverhill ' (1) ·
'1mi S of SR-707 on SR-5 ' (1) ·
'3 MI NORTH OF PGA BLVD ' (1) ·
'BOCA RATON INTERCHNG #28 ' (1) ·
'Enterprise Rd. Over I-4 ' (1) ·
'i-4 WB - Cougar Crossing ' (1) ·
'I-4 WB over Bear Crossing' (1) ·
'N.OF PGA BLVD S.JUPITER ' (1) ·
'Palm Beach Garden Interch' (1) ·
'SE quadrant PB Int Airpt ' (1) ·
'SR 400 WB over Deer Wildl' (1) ·
'SR 80 / I-95 Interchange ' (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:
Substructure 060:
Channel 061: (Click arrow to add another value)
Culvert 062:
Inspect Date 090:
Direction 102:
Deck Type 107:
Scour 113:
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 15 results in range #1 to #15.
