Drilldown: bridge data
From Indian River Lagoon Project
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'12th Avenue South ' (1) ·
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'C-15 Canal ' (1) ·
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'CR-712 Midway Road ' (1) ·
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'PARK LATERAL CANAL ' (1) ·
'SB I-95 To EB 706 ' (1) ·
'SFWMD C-51 CANAL ' (1) ·
'SR 802 Lake Worth Rd ' (1) ·
'SR-406 ' (1) ·
'SR-614 (Indrio Rd) ' (1) ·
'SR-68 ' (1) ·
'SR-706 Indiantown Rd. ' (1) ·
'SR-706 Indiantown Rd. ' (1) ·
'SR802 Lake Worth Rd ' (1) ·
'Summit Boulevard ' (1) ·
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'EB SR808 Glades Rd' (1) ·
'I 95 NB ' (1) ·
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'JOG ROAD ' (1) ·
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'Lake Ashby Road ' (1) ·
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'NB I 95 SR9 ' (1) ·
'NB I 95 SR 9 ' (1) ·
'NB I 95 SR 9 ' (1) ·
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'NB US-27 SR-25 ' (1) ·
'NW 7TH STREET ' (1) ·
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'SB I-95 (SR-9) ' (1) ·
'SR 804 ' (1) ·
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'WB 706 To SB I-95 ' (1)
700059 (1) ·
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'.5 miles South of SR-70 ' (1) ·
'.7mi. E of Congress Ave. ' (1) ·
'0.05 MI W of NW 4TH AVE ' (1) ·
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'0.6MI S of SOUTHERN BLVD ' (1) ·
'1 mile North of SR 812 ' (1) ·
'1 mile S of Linton Blvd ' (1) ·
'2 mi. N of Lantana Rd ' (1) ·
'2 mi. North of Lantana Rd' (1) ·
'200ft. East of SR-415 ' (1) ·
'4.3 m N of Martin Co Line' (1) ·
'9.2MI N OF SR-60 ' (1) ·
'AT SOUTHERN BLVD. ' (1) ·
'Between SR 80 and SR 882 ' (1) ·
'Boca Raton ' (1) ·
'I 95 SR 706 interchange ' (1) ·
'I 95 SR706 interchange ' (1) ·
'I-95 over Midway Road ' (1) ·
'I-95 SB over SR-406 ' (1) ·
'Jupiter Interchange/I-95 ' (1) ·
'Just North of SR70 on I95' (1) ·
'Just West of I 95 ' (1) ·
'Lake Worth ' (1) ·
'Lantana I 95 Interchange ' (1) ·
'NB I-95/SR-614(Indrio Rd)' (1) ·
'Palm Beach - Broward Line' (1) ·
'SB I-95/SR-614(INDRIO RD)' (1) ·
'SR 808 I 95 Interchange ' (1) ·
'SR-528 EB at I-95 ' (1) ·
'SR-528 WB at I-95 ' (1)
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6540 (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)
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)
175235 (1) ·
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7000 (1) ·
8175 (1) ·
84148 (1)
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