Drilldown: bridge data
From Indian River Lagoon Project
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'CAMINO CANAL ' (1) ·
'Canal No. 1 (Rim Canal) ' (1) ·
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'LWDD E-3 CANAL ' (1) ·
'LWDD E-4 (EL RIO) CANAL ' (1) ·
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'LWDD E1 CANAL ' (1) ·
'NORTH RELIEF CANAL ' (1) ·
'QUAIL COVEY ROAD ' (1) ·
'RANGE LINE CANAL ' (1) ·
'SALERNO CREEK ' (1) ·
'SLOUGH ' (1) ·
'SWEETIE SLOUGH ' (1) ·
'Tributary to Spruce Crk ' (1) ·
'WPB Drainage Canal ' (1)
'53rd Street ' (1) ·
'CAMINO GARDENS BL ' (1) ·
'CAMINO GARDENS BLV' (1) ·
'CLINT MOORE RD EB ' (1) ·
'CLINT MOORE RD WB ' (1) ·
'CLINT MOORE RD. EB' (1) ·
'CLINT MOORE RD. WB' (1) ·
'CR-508 (69TH ST.) ' (1) ·
'CR-615 (66TH AVE) ' (1) ·
'CYPRESS WAY ' (1) ·
'DIXIE HWY (A1A) ' (1) ·
'EB Lake Worth Rd. ' (1) ·
'I-95 (SR 9) ' (1) ·
'INDIANTOWN RD. ' (1) ·
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'NW 20TH ST WB ' (1) ·
'NW 20TH ST. EB ' (1) ·
'Oslo Rd (CR-606) ' (1) ·
'PALMETTO PARK RD. ' (1) ·
'Spanish River Blvd' (1) ·
'SW 15TH AVE ' (1) ·
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'Tomoka Farms Rd ' (1) ·
'US98/441 SR15/700 ' (1) ·
'VIA DELRAY BLVD ' (1) ·
'WB Lake Worth Rd. ' (1) ·
'Woolbright Road EB' (1) ·
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'YAMATO RD ' (1)
794007 (1) ·
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'0.1 MILE NORTH OF SR-714 ' (1) ·
'0.1MI E of SW 9TH AVE ' (1) ·
'0.1MI S of CAMINO GARDEN ' (1) ·
'0.2 MI W of CONGRESS AVE ' (1) ·
'0.2 MILE E OF SW 9TH AVE ' (1) ·
'0.2MI S of CAMINO GARDEN ' (1) ·
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'0.3MI E of SR-7 (US-441) ' (1) ·
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'0.5MI W OF MILITARY TRAIL' (1) ·
'0.5MI W of N DIXIE HIGHWY' (1) ·
'0.6 mi North of Taylor Rd' (1) ·
'0.6MI N OF PLMTTO PARK RD' (1) ·
'0.6MI S of SW96 ST(CR76A)' (1) ·
'0.7MI W OF CONGRESS AVE ' (1) ·
'0.7MI W OF CONGRESS AVE.' (1) ·
'0.9 MILES WEST OF TPK ' (1) ·
'1 mi N Palm Bch Lake Blvd' (1) ·
'1 Mile East of Jog Rd. ' (1) ·
'1.5Mi E of Military Trail' (1) ·
'1.6 Miles East of 58th Av' (1) ·
'1.9 Mi E of US-441 ' (1) ·
'1.9 Mile E of US441 ' (1) ·
'1.9 Miles East of US-441 ' (1) ·
'1MI W OF CR-615 ' (1) ·
'1MI SW OF US-441 ' (1) ·
'1mi. east of Jog Rd. ' (1) ·
'3.7 MILES NORTH OF SR-60 ' (1) ·
'7.4Mi N. of Palm Beach Co' (1) ·
'At CR-611 - 43rd Ave ' (1) ·
'AT SALERNO ROAD AND A1A ' (1) ·
'PALMETTO PK RD US-441 SR7' (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 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)
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)
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