Drilldown: bridge data
From Indian River Lagoon Project
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'Australian Ave and Canal' (1) ·
'Australian Avenue ' (1) ·
'Belvedere Rd to SB I-95 ' (1) ·
'Boynton Canal C16 ' (1) ·
'C-18 Canal ' (1) ·
'C-3 Canal ' (1) ·
'C-51 Canal ' (1) ·
'C-51 W.P.B. CANAL ' (1) ·
'Canal - D ' (1) ·
'Hidden Valley Canal C15 ' (1) ·
'I-95 Ramps & CSXRR ' (1) ·
'I-95 Rmp A C D G & CSXRR' (1) ·
'L-12 Canal ' (1) ·
'LEVEE NO. 8 ' (1) ·
'LEVEE NO.8 ' (1) ·
'LOXAHATCHEE CREEK ' (1) ·
'Loxahatchee River ' (1) ·
'LOXAHATCHEE WPB CANAL ' (1) ·
'LWDD L-14 Cnl ' (1) ·
'Mercer Ave./CSX RR/Canal' (1) ·
'Ramps A&G/BelvedereRd/RR' (1) ·
'SR 802 LAKE WORTH RD ' (1) ·
'SR 91 TPK ' (1) ·
'SR-91 N/S TPK ' (1) ·
'US 98-SR 80-WPB Canal ' (1)
'Belvede to NB I-95' (1) ·
'Haverhill Rd ' (1) ·
'HOOD RD 110.944 ' (1) ·
'I 95 to PBIA Ramp ' (1) ·
'Island Way ' (1) ·
'Lake Ida Road ' (1) ·
'Levee Road ' (1) ·
'NB I-95 to PBIA R ' (1) ·
'OUSLEY FARMS ROAD ' (1) ·
'PBIA Rp to NB I-95' (1) ·
'PBIA to I-95 Ramp ' (1) ·
'Riverbend Park Rd ' (1) ·
'SB I 95 to SR 80 ' (1) ·
'SB I-95 to PBIA ' (1) ·
'SR-80EB (Southern)' (1) ·
'SR-80WB (Southern)' (1) ·
'SR-91TPK NBSB 97.4' (1) ·
'SR91 N/S TPK 103.1' (1) ·
'SR91 N/S TPK 117.5' (1) ·
'SR91 N/S TPK 93.3 ' (1) ·
'SR91 On/Off Rmp106' (1) ·
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'US-98 SR700 US441 ' (1) ·
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'0.14MI N of Indiantown Rd' (1) ·
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'0.3 mile North of SR 80 ' (1) ·
'0.4MI S of Melaleuca Ln ' (1) ·
'0.7 Mi N of Boynton Bch ' (1) ·
'1.8 MI N OF PGA BLV/SR786' (1) ·
'1Mi E of CR809/Military T' (1) ·
'2.0 MILES N OF SR 812 ' (1) ·
'3.0 MI NORTH OF SR-704 ' (1) ·
'4 miles west of SR 7 ' (1) ·
'4.0 MI NW OF US-441 ' (1) ·
'4.3 MI NORTH OF SR-802 ' (1) ·
'At US-441 Southern Blvd ' (1) ·
'No. City Line Boca Raton ' (1) ·
'North of Belvedere Rd ' (1) ·
'PBIA/I-95 Interchange ' (1) ·
'PUMP STA AT 20 MI BEND ' (1) ·
'PUMP STA. AT 20 MI. BEND ' (1) ·
'SR-700 CANAL POINT ' (1) ·
'SR-710 TPK Interchange ' (1)
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80375380 (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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