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.
'FLORIDA TURNPIKE ' (1) ·
'I 95 SR 9 ' (1) ·
'Intracoastal Waterway ' (1) ·
'Lateral "B" Canal ' (1) ·
'Lateral A Canal ' (1) ·
'Lateral B Canal ' (1) ·
'Little Lake Worth ' (1) ·
'Loxahatchee Slough ' (1) ·
'MAIN RELIEF CANAL ' (1) ·
'Military Trail ' (1) ·
'Northlake Blvd. ' (1) ·
'Rio Mar Bay ' (1) ·
'SR 811 & FEC RR ' (1) ·
'SR 91 TPK ' (1) ·
'SR 91 TPK (PGA BV INT) ' (1) ·
'SR786 I95 I95 Ramps ' (1)
'16th St/College Ln' (1) ·
'34th Avenue ' (1) ·
'4th Street ' (1) ·
'Bay Drive ' (1) ·
'Central Blvd ' (1) ·
'CR-606 Oslo Rd ' (1) ·
'CR-611 43RD AVE. ' (1) ·
'HOOD RD 110.944 ' (1) ·
'I 95 SR 9 ' (1) ·
'NORTHLAKE BLVD(EB)' (1) ·
'NORTHLAKE BLVD(WB)' (1) ·
'PGA Blvd (SR786) ' (1) ·
'River Drive ' (1) ·
'SR A1A ' (1) ·
'SR786 WB to SB I95' (1) ·
'SR91 NB TPK 109.5 ' (1) ·
'WB PGA Blvd. ' (1) ·
'WB SR 786 ' (1)
884056 (1) ·
884071 (1) ·
884074 (1) ·
884084 (1) ·
885811 (1) ·
885812 (1) ·
885813 (1) ·
930349 (1) ·
930378 (1) ·
930379 (1) ·
930388 (1) ·
930441 (1) ·
930492 (1) ·
930516 (1) ·
930546 (1) ·
930557 (1) ·
931013 (1) ·
934148 (1) ·
934149 (1)
'0.1 Mile West of A1A ' (1) ·
'0.25 mile North of SR 786' (1) ·
'0.3 mi east of US 1 & PGA' (1) ·
'0.3 Miles North of SR 60 ' (1) ·
'1 mile North of SR 786 ' (1) ·
'1.5MI W OF MILITARY TRAIL' (1) ·
'1.61mi east of PGA&SR710 ' (1) ·
'1.8 MI N OF PGA BLV/SR786' (1) ·
'1000'W of SR5 & E ofSR811' (1) ·
'100Ft. South of Bay Drive' (1) ·
'1st overpass east of I-95' (1) ·
'250ft North of SR-60 ' (1) ·
'At CR-613 ' (1) ·
'Between SR 710 and 786 ' (1) ·
'I 95 SR 786 Interchange ' (1) ·
'Inter 66th Ave/College Ln' (1) ·
'Palm Beach Garden Interch' (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)
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 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)
Showing below up to 19 results in range #1 to #19.
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