Drilldown: bridge data
From Indian River Lagoon Project
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19422 (1) ·
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19521 (1)
'C. Stanley Weaver Canal ' (1) ·
'Callalisa Creek ' (1) ·
'CANAL C-24 ' (1) ·
'CANAL E-4 ' (1) ·
'E-1 CANAL ' (1) ·
'G-370 East Inflow Canal ' (1) ·
'G-370 West Inflow Canal ' (1) ·
'I-4 ' (1) ·
'I-95 (SR-9) ' (1) ·
'ICWW ' (1) ·
'INTRACOASTAL WATERWAY ' (1) ·
'L-30 CANAL ' (1) ·
'L-38 CANAL ' (1) ·
'L-5 Canal ' (1) ·
'L-6 Canal ' (1) ·
'LAKE MANGONIA CANAL ' (1) ·
'LAKEWOOD E4 CANAL ' (1) ·
'LAT CANL #45(GLADES INT)' (1) ·
'LWDD E-2E Canal ' (1) ·
'LWDD L-38 CANAL ' (1) ·
'LWDD LATERAL 14 CANAL ' (1) ·
'LWDD LATERAL 30 CANAL ' (1) ·
'LWDD LATERAL 32 CANAL ' (1) ·
'Pine Street ' (1) ·
'SOUTH RELIEF CANAL ' (1) ·
'SR 70 ' (1) ·
'SR 710 and CSX RR ' (1) ·
'SR-91 TPK & BOCA RIO RD.' (1) ·
'SR-91/TPK & BOCA RIO RD.' (1) ·
'Summit Boulevard ' (1) ·
'WARNER CREEK ' (1)
'20TH AVENUE ' (1) ·
'CLINT MOORE RD EB ' (1) ·
'CONGRESS AVE NB ' (1) ·
'DIXIE HIGHWAY ' (1) ·
'DONALD ROSS RD EB ' (1) ·
'DONALD ROSS RD WB ' (1) ·
'GATEWAY BLVD (EB) ' (1) ·
'HYPOLUXO RD. ' (1) ·
'I 95 SR 9 SB ' (1) ·
'JOG ROAD SB ' (1) ·
'MARINA BLVD. ' (1) ·
'MILITARY TR. NB ' (1) ·
'MILITARY TRAIL ' (1) ·
'MILITARY TRAIL NB ' (1) ·
'MILITARY TRAIL SB ' (1) ·
'PALM B LAKE BVD WB' (1) ·
'PALMETTO PK RD(EB)' (1) ·
'PALMETTO PK RD(WB)' (1) ·
'PORT ST LUCIE BLVD' (1) ·
'SB I 95 SR 9 ' (1) ·
'SB US-27 SR-25 ' (1) ·
'SR 91 TPK RMP 76.3' (1) ·
'SR 91 TPK SB 153.2' (1) ·
'SR AIA ' (1) ·
'SR-407 ' (1) ·
'SR-44 ' (1) ·
'SR-472 WB ' (1) ·
'SR-528 WB ' (1) ·
'SR-807 Congress Av' (1) ·
'US-27 (SR-25) NB ' (1) ·
'US-27 (SR-25) SB ' (1)
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'0.2 MI S OF LAKE IDA ROAD' (1) ·
'0.3MI E OF CONGRESS BLVD ' (1) ·
'0.5MI. W OF I-95 ' (1) ·
'0.6Mi W OF AUSTRALIAN AVE' (1) ·
'0.75 mile South of SR 708' (1) ·
'0.7Mi N OF SR-804 ' (1) ·
'0.8 MI N OF LAKE IDA ROAD' (1) ·
'0.8MI WEST OF US-1 ' (1) ·
'0.9 MI N OF LAKE IDA ROAD' (1) ·
'0.9MI S OF SR-802 ' (1) ·
'1.0mile south of SR-80 ' (1) ·
'1.2Mi. E of Savannah Rd. ' (1) ·
'1.9 Miles East of US-441 ' (1) ·
'1MI N. of CLINT MOORE RD.' (1) ·
'1MI S. OF LINTON BLVD ' (1) ·
'2.6 MILES NORTH OF SR-709' (1) ·
'2.6 MILES S OF SR-60 ' (1) ·
'2MI E of SR-7 US-441 ' (1) ·
'4.2MI NORTH OF SR-528 ' (1) ·
'5 mi. N Broward Co. line ' (1) ·
'5.7MI W OF US-1 ' (1) ·
'50FT E OF SR-7 (US-441) ' (1) ·
'AT BOCA RATON INTERCHANGE' (1) ·
'Between SR 882 and SR 80 ' (1) ·
'Palm Beach - Broward Line' (1) ·
'South Causeway over ICWW ' (1) ·
'SR-44 - Callalisa Creek ' (1) ·
'SR-472 WB over I-4 ' (1) ·
'SR-528 WB over Pine St. ' (1)
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7300 (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 being eroded. River control devices and/or embankment have major damage. Trees and brush restrict the channel. (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) ·
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 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)
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82412 (1)
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