Drilldown: bridge data
From Indian River Lagoon Project
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'Belvedere Rd to SB I-95 ' (1) ·
'C-1 Canal ' (1) ·
'C-51 Canal ' (1) ·
'Canal 29 (5 mile creek) ' (1) ·
'CR 812 LANTANA RD ' (1) ·
'E3-canal ' (1) ·
'Eau Gallie River ' (1) ·
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'Header Creek Canal ' (1) ·
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'Lateral A Canal ' (1) ·
'LATERAL CANAL L-5 ' (1) ·
'N Fork Loxahatchee River' (1) ·
'NB I-95 to Belvedere Rd.' (1) ·
'Ramps A G & C.S.X. RR ' (1) ·
'Ramps A&G/BelvedereRd/RR' (1) ·
'Rio Mar Bay ' (1) ·
'S-5 Discharge Canal ' (1) ·
'SR 70 ' (1) ·
'SR 91 TPK ' (1) ·
'SR-68 ' (1) ·
'SR-91 (Fla's.Turnpike) ' (1) ·
'SR-91 N/S TPK ' (1) ·
'SR91 TPK (JUPITER INT) ' (1) ·
'Ten Mile Creek ' (1)
'Apollo Boulevard ' (1) ·
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'Benoist Farms Rd ' (1) ·
'CR-630 (41st St.) ' (1) ·
'EB SR 70 ' (1) ·
'HOOD RD 110.944 ' (1) ·
'Levee Road ' (1) ·
'Melaleuca Lane ' (1) ·
'NB I-95 (S.R. 9) ' (1) ·
'Palm Bay Parkway ' (1) ·
'PBIA to SB I-95 ' (1) ·
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'SB I 95 to SR 80 ' (1) ·
'SB I-95 (S.R. 9) ' (1) ·
'SB I-95 (SR-9 ) ' (1) ·
'SB I-95 (SR-9) ' (1) ·
'SB I-95 to PBIA ' (1) ·
'SR 68 (Orange Ave)' (1) ·
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'SR 80 to NB I-95 ' (1) ·
'SR91 N/S TPK 96.55' (1) ·
'SR91 NB TPK 116.3 ' (1) ·
'SR91 NB TPK 153.1 ' (1) ·
'SR91 NB TPK 91.26 ' (1) ·
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'SR91 SB TPK 91.26 ' (1) ·
'TEQUESTA DRIVE ' (1) ·
'WB SR 70 ' (1)
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'.5 miles South of SR-70 ' (1) ·
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'0.26 Mi South of Pace Dr.' (1) ·
'0.3 mile North of SR 80 ' (1) ·
'0.76 MI SOUTH OF SR 80 ' (1) ·
'1 mi. east I-95 on SR 68 ' (1) ·
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'14.8 Mi West of US-27 ' (1) ·
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'2.1MI S LAKEWORTH INTERCH' (1) ·
'2.6 MILES NORTH OF SR-710' (1) ·
'21.0 Mi North of US-27 ' (1) ·
'3.9 MI W of FL Tpk SR 91 ' (1) ·
'6.0 Mi. West of US-27 ' (1) ·
'7 MI W of FL TPK SR91 ' (1) ·
'7.0 mi. W of FL Turnpike ' (1) ·
'Apollo Blvd - Eau Gallie ' (1) ·
'At CR-615 (66th Avenue) ' (1) ·
'Benoist Farms Rd at SR-80' (1) ·
'Just N. of Southern Blvd ' (1) ·
'Just North of SR70 on I95' (1) ·
'PBIA/I-95 Interchange ' (1) ·
'SR 91 at Jupiter Interch ' (1) ·
'SR-710 TPK Interchange ' (1)
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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 not over waterway. (1)
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9 (1) ·
900 (1)
Showing below up to 30 results in range #1 to #30.