Drilldown: bridge data
From Indian River Lagoon Project
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'BOYNTON CANAL ' (1) ·
'C. Stanley Weaver Canal ' (1) ·
'CANAL C-17 ' (1) ·
'CANAL E-1 ' (1) ·
'CHENEY WAY/CSX RR ' (1) ·
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'LWDD LATERAL 14 CANAL ' (1) ·
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'M CANAL ' (1) ·
'SALERNO CREEK ' (1) ·
'SR-91 TPK & BOCA RIO RD.' (1) ·
'SR-91 TPK-DRAINAGE CANAL' (1) ·
'SR-91 TPK/DRAINAGE CANAL' (1) ·
'SR-91/TPK & BOCA RIO RD.' (1)
'26TH STREET ' (1) ·
'ARMONE PLACE ' (1) ·
'CONGRESS AVE (NB) ' (1) ·
'CONGRESS AVE NB ' (1) ·
'CONGRESS AVE SB ' (1) ·
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'DONALD ROSS RD EB ' (1) ·
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'JOG ROAD (NB) ' (1) ·
'JOG ROAD (SB) ' (1) ·
'JOG ROAD NB ' (1) ·
'JOG ROAD SB ' (1) ·
'LAKE IDA ROAD ' (1) ·
'LANTANA ROAD EB ' (1) ·
'LYONS ROAD ' (1) ·
'MILITARY TR. NB ' (1) ·
'MILITARY TR. SB ' (1) ·
'MILITARY TRAIL NB ' (1) ·
'MILITARY TRAIL SB ' (1) ·
'N. LAKE BLVD EB ' (1) ·
'PALMETTO PK RD(EB)' (1) ·
'PALMETTO PK RD(WB)' (1) ·
'PARK AVE. W. ' (1) ·
'PIONEER ROAD ' (1) ·
'SEMINOLE/PRATTWHT.' (1) ·
'SW 18TH ST WB ' (1) ·
'SW 18TH ST. EB ' (1) ·
'SW 18th STREET EB ' (1) ·
'YAMATO RD EB ' (1) ·
'YAMATO RD WB ' (1)
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'0.2 MI S OF LAKE IDA ROAD' (1) ·
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'0.3MI W OF CONGRESS AVE ' (1) ·
'0.5MI N OF 45TH STREET ' (1) ·
'0.6 MI W OF I-95 ' (1) ·
'0.6MI S of SOUTHERN BLVD ' (1) ·
'0.7MI N OF BOYNTON BEACH ' (1) ·
'0.7MI N OF BOYNTON BH BL ' (1) ·
'0.7Mi N OF SR-804 ' (1) ·
'0.8 MI N OF LAKE IDA ROAD' (1) ·
'0.8MI EAST OF I-95 ' (1) ·
'0.8MI N OF LANTANA ROAD ' (1) ·
'0.9 MI N OF LAKE IDA ROAD' (1) ·
'0.9MI N OF LAKE IDA ROAD ' (1) ·
'0.9MI W OF POWERLINE RD ' (1) ·
'1.0MI W OF MILITARY TRAIL' (1) ·
'1.1 MI E OF JOG ROAD ' (1) ·
'1.1MI W OF US-1 ' (1) ·
'1.9Mi S of WOOLBRIGHT ' (1) ·
'1MI N OF CLINT MOORE RD ' (1) ·
'1MI N. of CLINT MOORE RD.' (1) ·
'1MI S OF LINTON BLVD ' (1) ·
'1MI S. OF LINTON BLVD ' (1) ·
'2.9MI W OF MILITARY TRAIL' (1) ·
'2MI E of SR-7 US-441 ' (1) ·
'4MI N OF OKEECHOBEE BLVD.' (1) ·
'82FT EAST OF SR-7 ' (1) ·
'ADJ W SIDE MILITARY TRAIL' (1) ·
'AT CR-615 - 66TH AVE ' (1) ·
'AT SALERNO ROAD AND A1A ' (1) ·
'AT SR-7 US-441 ' (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)
N/A (1) ·
Shrinkage cracks, light scaling and insignificant spalling which does not expose reinforcing steel. Insignificant damage caused by drift with no misalignment and not requiring corrective action. Some minor scouring has occured near curtain walls, wingwalls or pipes. Metal culverts have a smooth symmetrical curvature with superficial corrosion and no pitting. (1)
Bridge foundations (including piles) on dry land well above flood water elevations. (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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82412 (1) ·
96292 (1)
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