Drilldown: bridge data
From Indian River Lagoon Project
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15695 (1) ·
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'C-18 Canal ' (1) ·
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'LWDD E-2E Canal ' (1) ·
'Main Relief Canal ' (1) ·
'Northlake Blvd. WB ' (1) ·
'Over D Canal ' (1) ·
'Range Line Canal ' (1) ·
'Rowland Canal ' (1) ·
'SB I-95 To EB 706 ' (1) ·
'SR 91 TPK ' (1) ·
'SR 91 TPK (ST LUCIE INT)' (1) ·
'SR-91 N/S TPK ' (1) ·
'SR-91 TPK(GLADES RD INT)' (1) ·
'SR91 TPK (JUPITER INT) ' (1) ·
'St. Lucie River ' (1) ·
'St.Lucie River ' (1) ·
'Tidal Canal ' (1) ·
'Troup Indiantown Canal ' (1) ·
'West Indian River Relief' (1)
'16th Street ' (1) ·
'33rd Street ' (1) ·
'34th Avenue ' (1) ·
'6 Ave S to NB I-95' (1) ·
'CLINT MOORE RD EB ' (1) ·
'CLINT MOORE RD WB ' (1) ·
'CR-512 ' (1) ·
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'CR-812 OCEAN AVE ' (1) ·
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'CR726(CITRUS BLVD)' (1) ·
'E/B Atlantic Ave. ' (1) ·
'E/B S.R. A1A ' (1) ·
'East Island Access' (1) ·
'HOOD RD 110.944 ' (1) ·
'Indian Rvrsd Pk Rd' (1) ·
'Island Drive ' (1) ·
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'Northlake Blvd. EB' (1) ·
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'SB I-95 to 6 Ave S' (1) ·
'Service Road ' (1) ·
'SR A1A ' (1) ·
'SR-732 -Jensen Bch' (1) ·
'SR91 NB TPK 116.3 ' (1) ·
'SR91 NB TPK 91.26 ' (1) ·
'SR91 On/Off Rmp106' (1) ·
'SR91 SB TPK 143.3 ' (1) ·
'SR91 SB TPK 91.26 ' (1) ·
'SR91SB ON/OFF 76.4' (1) ·
'Tangerine Drive ' (1) ·
'W/B S.R. 704 ' (1) ·
'W/B S.R. A1A ' (1) ·
'WB 706 To SB I-95 ' (1) ·
'West Farms Road ' (1) ·
'West Island Access' (1)
884067 (1) ·
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940121 (1)
'.1 Mile W of US-A1A ' (1) ·
'.5mi E. of Indian R Dr. ' (1) ·
'0.2 MI N OF ST LUCIE BLVD' (1) ·
'0.25 Mile N of Center St.' (1) ·
'0.3 mi east of US 1 & PGA' (1) ·
'0.3 Mi S of Indiantown Rd' (1) ·
'0.3 Mile East of US-1 ' (1) ·
'0.3 Miles North of SR 60 ' (1) ·
'0.4 mi N. of SR-80 ' (1) ·
'1.0 Mile West of SR-710 ' (1) ·
'1.2 Miles East of SR-710 ' (1) ·
'1.45 Mi W of Bee Line Hwy' (1) ·
'1.7 Miles West of I-95 ' (1) ·
'1.7mi W Forrest/Tangerine' (1) ·
'1.8 MI N OF PGA BLV/SR786' (1) ·
'1.9 Miles East of US-441 ' (1) ·
'1MI E of MCNEIL ROAD ' (1) ·
'2.1 M S OF LAKEWORTH INTR' (1) ·
'2.1MI S LAKEWORTH INTERCH' (1) ·
'3mi East of SR5 on A1A ' (1) ·
'7MI NORTH OF SR-60 ' (1) ·
'80ft. East of 66th Ave. ' (1) ·
'At 74th Avenue ' (1) ·
'Atlantic Ave./Fl. Tpk. ' (1) ·
'Between SRA1A&SR80 Cswys.' (1) ·
'BOCA RATON INTERCHNG #28 ' (1) ·
'East of Ernest Lyons Bri.' (1) ·
'I 95 SR 706 interchange ' (1) ·
'Indian Riverside Park ' (1) ·
'NE Quad I 95 6th Ave S ' (1) ·
'NW Quad I-95/6th Ave S ' (1) ·
'SR 91 at Jupiter Interch ' (1) ·
'SR-710 TPK Interchange ' (1) ·
'West of Ernest Lyons Bri.' (1)
26222805 (1) ·
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150 (1) ·
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15250 (1) ·
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1700 (1) ·
240 (1) ·
2400 (1) ·
32500 (1) ·
39250 (1) ·
4000 (1) ·
4200 (1) ·
500 (1) ·
6250 (1) ·
6300 (1) ·
7000 (1) ·
910 (1)
Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and brush restrict the channel. (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) ·
Bridge with "unknown" foundation that has not been evaluated for scour. Until risk can be determined, a plan of action should be developed and implemented to reduce the risk to users from abridge failure during and immediately after a flood event. (1)
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150 (1) ·
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18218 (1) ·
18500 (1) ·
200 (1) ·
21688 (1) ·
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23423 (1) ·
23596 (1) ·
2500 (1) ·
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26459 (1) ·
27240 (1) ·
288 (1) ·
2950 (1) ·
30000 (1) ·
40625 (1) ·
4164 (1) ·
5040 (1) ·
6000 (1) ·
625 (1) ·
68099 (1)
Showing below up to 37 results in range #1 to #37.
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