Drilldown: bridge data
From Indian River Lagoon Project
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'Australian Ave and Canal' (1) ·
'Belvedere Rd to SB I-95 ' (1) ·
'C-1 Canal ' (1) ·
'CR 812 LANTANA RD ' (1) ·
'F.P.F.W.C.D. Canal No. 1' (1) ·
'Header Creek Canal ' (1) ·
'I-4 ' (1) ·
'I-95 ' (1) ·
'L-5 Canal ' (1) ·
'LATERAL U CANAL ' (1) ·
'N Fork Loxahatchee River' (1) ·
'NB I-95 to Belvedere Rd.' (1) ·
'PARK LATERAL CANAL ' (1) ·
'Rio Mar Bay ' (1) ·
'ROY'S SWALE ' (1) ·
'SR 91 TPK ' (1) ·
'SR-91 N/S TPK ' (1) ·
'SR-91 TPK(GLADES RD INT)' (1) ·
'SR91 TPK (JUPITER INT) ' (1) ·
'ST LUCIE CANAL ' (1) ·
'Ten Mile Creek ' (1)
'Bay Drive ' (1) ·
'CR-512 ' (1) ·
'EB SR 70 ' (1) ·
'HOOD RD 110.944 ' (1) ·
'Levee Road ' (1) ·
'Orange camp Rd. ' (1) ·
'Palm Bay Parkway ' (1) ·
'PBIA to I-95 Ramp ' (1) ·
'River Drive ' (1) ·
'SB I 95 to SR 80 ' (1) ·
'SILVER FOX LANE ' (1) ·
'SR 70 EB ' (1) ·
'SR 80 to NB I-95 ' (1) ·
'SR-713 (Kings Hwy)' (1) ·
'SR-91 TPK NB 131.0' (1) ·
'SR91 NB TPK 116.3 ' (1) ·
'SR91 NB TPK 91.26 ' (1) ·
'SR91 On/Off Rmp106' (1) ·
'SR91 SB TPK 91.26 ' (1) ·
'SR91SB ON/OFF 76.4' (1) ·
'TEQUESTA DRIVE ' (1) ·
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'Viera Blvd WB ' (1)
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'.5mi So. of St Lucie Blvd' (1) ·
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'0.26 Mi South of Pace Dr.' (1) ·
'0.3 mile North of SR 80 ' (1) ·
'0.5Mi S of SR-710 ' (1) ·
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'1.8 MI N OF PGA BLV/SR786' (1) ·
'100Ft. South of Bay Drive' (1) ·
'14.8 Mi West of US-27 ' (1) ·
'2.1 M S OF LAKEWORTH INTR' (1) ·
'2.1MI S LAKEWORTH INTERCH' (1) ·
'3.7 MI S. OF STUART INT. ' (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) ·
'7MI NORTH OF SR-60 ' (1) ·
'9.2MI N OF SR-60 ' (1) ·
'BOCA RATON INTERCHNG #28 ' (1) ·
'Just N. of Southern Blvd ' (1) ·
'Orange camp Rd. over I-4 ' (1) ·
'PBIA/I-95 Interchange ' (1) ·
'SR 91 at Jupiter Interch ' (1) ·
'SR-710 TPK Interchange ' (1) ·
'Viera Blvd EB over I-95 ' (1) ·
'Viera Blvd WB over I-95 ' (1)
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81145411 (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) ·
No noticeable or noteworthy deficiencies which affect the condition of the channel. (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)
Showing below up to 25 results in range #1 to #25.
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