Drilldown: bridge data
From Indian River Lagoon Project
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'BOYNTON CANAL ' (1) ·
'CR 712 (Midway Road) ' (1) ·
'CR 812 LANTANA RD ' (1) ·
'CR-712 Midway Road ' (1) ·
'Cypress Creek ' (1) ·
'E-3 CANAL ' (1) ·
'E-4 Canal ' (1) ·
'Fellsmere Canal ' (1) ·
'Galiano Rd & C-24 Canal ' (1) ·
'Gatlin Blvd ' (1) ·
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'L-5 CANAL ' (1) ·
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'Little Lake Worth ' (1) ·
'LWDD E-2E Canal ' (1) ·
'PARK LATERAL CANAL ' (1) ·
'S. R. 714 ' (1) ·
'S.R. 714 ' (1) ·
'SR 70 ' (1) ·
'SR-421 ' (1) ·
'SR-614 (Indrio Rd) ' (1) ·
'SR-76 ' (1) ·
'SR-91 (FL TPK) ' (1) ·
'SR-91 (Fla. Turnpike) ' (1) ·
'SR91 TPK (JUPITER INT) ' (1) ·
'Tomoka River ' (1)
'CLINT MOORE RD WB ' (1) ·
'CR-512 ' (1) ·
'EB SR706 ' (1) ·
'I-4 EB ' (1) ·
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'I-95 NB ' (1) ·
'Indiantown Rd. ' (1) ·
'JOG ROAD (NB) ' (1) ·
'JOG ROAD (SB) ' (1) ·
'LINTON BLVD ' (1) ·
'NB 1-95 (SR-9) ' (1) ·
'NB I-95 (S.R. 9) ' (1) ·
'NB I-95 (SR-9) ' (1) ·
'Old Boynton Road ' (1) ·
'SB I-95 (S.R. 9) ' (1) ·
'SB I-95 (SR 9) ' (1) ·
'SB I-95 (SR-9) ' (1) ·
'SR A1A ' (1) ·
'SR-732 -Jensen Bch' (1) ·
'SR91 NB TPK 116.3 ' (1) ·
'SR91 NB TPK 153.1 ' (1) ·
'SR91 NB TPK 91.26 ' (1) ·
'WB SR 706 ' (1)
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'.5mi E. of Indian R Dr. ' (1) ·
'0.3 mi east of US 1 & PGA' (1) ·
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'1.9 Miles East of US-441 ' (1) ·
'2 mi. N of Gatlin Blvd. ' (1) ·
'2.1 M S OF LAKEWORTH INTR' (1) ·
'2.5 miles North of SR-706' (1) ·
'2.6 MILES NORTH OF SR-710' (1) ·
'4.3 m N of Martin Co Line' (1) ·
'7MI NORTH OF SR-60 ' (1) ·
'9.2MI N OF SR-60 ' (1) ·
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'Over Fellsmere Canal ' (1) ·
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'SB I-95/SR-614(INDRIO RD)' (1) ·
'South of St. Lucie Canal ' (1) ·
'SR 91 at Jupiter Interch ' (1) ·
'Tpk. / SR 706 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) ·
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)
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