Drilldown: bridge data
From Indian River Lagoon Project
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'BOYNTON CANAL C-16 ' (1) ·
'E-1-E CANAL ' (1) ·
'HYPOLUXO ISLAND LAGOON ' (1) ·
'I 95 SR 9 ' (1) ·
'Intracoastal Waterway ' (1) ·
'JONES CREEK ' (1) ·
'KELLER CANAL E-4 ' (1) ·
'Lateral "B" Canal ' (1) ·
'LATERAL B CANAL ' (1) ·
'LWDD E-1 CANAL ' (1) ·
'Military Trail & CSX RR ' (1) ·
'Old Dixie Hwy. & FEC RR ' (1) ·
'SIMS CREEK ' (1) ·
'SR-524 ' (1) ·
'SR-706 Indiantown Rd. ' (1) ·
'SR-706 Indiantown Rd. ' (1) ·
'SR-91 (Fl. Tpk.) ' (1) ·
'SR-91 (Fla's. Turnpike) ' (1) ·
'SR-91 (Fla's.Turnpike) ' (1) ·
'US-1 ' (1)
'10TH AVE. NORTH ' (1) ·
'12th Street ' (1) ·
'16TH ST ' (1) ·
'1st St SW ' (1) ·
'5th Street ' (1) ·
'CENTER STREET ' (1) ·
'CR-612 8th Street ' (1) ·
'EAST OCEAN AVE. ' (1) ·
'EB SR808 Glades Rd' (1) ·
'I-95 NB ' (1) ·
'LAWRENCE ROAD ' (1) ·
'NB I 95 SR9 ' (1) ·
'NB I-95 (SR-9) ' (1) ·
'PIONEER ROAD ' (1) ·
'SANDALFOOT BLVD ' (1) ·
'SB I 95 SR9 ' (1) ·
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'SR-5 (US-1) NB ' (1) ·
'SR-714 ' (1) ·
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'US-1 (SR-5) SB ' (1) ·
'WB SR808 Glades Rd' (1)
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'0.2MI WEST OF OF A1A ' (1) ·
'0.3MI E OF SR-7 US-441 ' (1) ·
'0.5MI. W OF I-95 ' (1) ·
'0.6MI NE OF INDIANTOWN RD' (1) ·
'0.8MI E of INDIANTOWN RD ' (1) ·
'0.8Mi N OF BOYNTON BCH B ' (1) ·
'1.5 Mi N/O SW Kanner Hwy ' (1) ·
'1.5 N of SW KANNER HWY ' (1) ·
'2.1 Miles S of Oslo Rd. ' (1) ·
'20ft. E of 58th Ave/CR613' (1) ·
'3/4 MI North of SR-706 ' (1) ·
'30ft. E of 58th Ave/CR613' (1) ·
'800 ft West of I 95 ' (1) ·
'82FT EAST OF SR-7 ' (1) ·
'At 58th Ave ' (1) ·
'At CR-613 - 58th Ave ' (1) ·
'I 95 SR706 interchange ' (1) ·
'I-95 NB - SR-524 ' (1) ·
'I-95 NB over US-1 ' (1) ·
'Jupiter Interchange/I-95 ' (1) ·
'SR 808 / I 95 Interchange' (1) ·
'Turnpike at Stuart exit. ' (1)
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81075150 (1)
Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. (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 is scour critical; bridge foundations determined to be unstable for assessed or calculated scour conditions: Scour within limits of footing or piles. Scour below spread-footing base or pile tips. (1) ·
Bridge not over waterway. (1)
Showing below up to 24 results in range #1 to #24.
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