Drilldown: bridge data
From Indian River Lagoon Project
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'BOYNTON CANAL C-16 ' (1) ·
'CANAL C-17 ' (1) ·
'Dirksen Drive ' (1) ·
'E-1-E CANAL ' (1) ·
'EB SR80 & C-51 Canal ' (1) ·
'FEC RR & Georgia Ave. ' (1) ·
'HYPOLUXO ISLAND LAGOON ' (1) ·
'I 95 SR 9 ' (1) ·
'KELLER CANAL E-4 ' (1) ·
'Lateral "A" Canal ' (1) ·
'LATERAL B CANAL ' (1) ·
'LWDD E-1 CANAL ' (1) ·
'LWDD L-2 CANAL ' (1) ·
'M CANAL ' (1) ·
'Military Trail & CSX RR ' (1) ·
'Padgett Creek ' (1) ·
'SIMS CREEK ' (1) ·
'SR-524 ' (1) ·
'SR-91 (Fl. Tpk.) ' (1) ·
'SR-91 (Fla's. Turnpike) ' (1) ·
'St. Lucie River/SR-707 ' (1) ·
'US-1 ' (1) ·
'US-17-92 -St Johns River' (1) ·
'WPB CANAL C-51 ' (1)
'10TH AVE. NORTH ' (1) ·
'12th Street ' (1) ·
'16TH ST ' (1) ·
'1st St SW ' (1) ·
'37th Street ' (1) ·
'CENTER STREET ' (1) ·
'CONGRESS AVE ' (1) ·
'CR-612 8th Street ' (1) ·
'EAST OCEAN AVE. ' (1) ·
'EB SR808 Glades Rd' (1) ·
'I-4 WB ' (1) ·
'I-95 NB ' (1) ·
'I-95 SB ' (1) ·
'LAWRENCE ROAD ' (1) ·
'NB I-95 (SR-9) ' (1) ·
'NB SR 807 ' (1) ·
'PARK AVE. W. ' (1) ·
'PIONEER ROAD ' (1) ·
'SANDALFOOT BLVD ' (1) ·
'SB SR 807 ' (1) ·
'SB US-1/SR-5 ' (1) ·
'SEMINOLE/PRATTWHT.' (1) ·
'SR-714 ' (1) ·
'SUMMIT BLVD ' (1) ·
'US-98 (SR-80) ' (1) ·
'WB SR808 Glades Rd' (1)
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'.25m W of US-1 on US-98 ' (1) ·
'0.2MI WEST OF OF A1A ' (1) ·
'0.3MI E OF SR-7 US-441 ' (1) ·
'0.3MI W OF CONGRESS AVE ' (1) ·
'0.5MI S OF OKEECHOBEE BLV' (1) ·
'0.5MI. W OF I-95 ' (1) ·
'0.6MI NE OF INDIANTOWN RD' (1) ·
'0.8Mi N OF BOYNTON BCH B ' (1) ·
'1.5 Mi N/O SW Kanner Hwy ' (1) ·
'1mi S of SR-707 on SR-5 ' (1) ·
'20ft. E of 58th Ave/CR613' (1) ·
'30ft. E of 58th Ave/CR613' (1) ·
'4MI N OF OKEECHOBEE BLVD.' (1) ·
'500FT WEST OF I-95 ' (1) ·
'800 ft West of I 95 ' (1) ·
'82FT EAST OF SR-7 ' (1) ·
'At CR-613 - 58th Ave ' (1) ·
'At CR-615 (66th Avenue) ' (1) ·
'I-4 WB - Dirksen Drive ' (1) ·
'I-4 WB - Padgett Creek ' (1) ·
'I-4WB-US-17-92 St Johns R' (1) ·
'I-95 NB - SR-524 ' (1) ·
'I-95 NB over US-1 ' (1) ·
'I-95 SB - SR-524 ' (1) ·
'SE quadrant PB Int Airpt ' (1) ·
'SR 808 / I 95 Interchange' (1) ·
'Turnpike at Stuart exit. ' (1)
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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 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 29 results in range #1 to #29.