Drilldown: bridge data
From Indian River Lagoon Project
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'BOYNTON CANAL C-16 ' (1) ·
'C-51 Canal ' (1) ·
'CYPRESS CREEK ' (1) ·
'E-3 CANAL ' (1) ·
'E-4 CANAL ' (1) ·
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'LOXAHATCHEE RIVER ' (1) ·
'LWDD C-16 CANAL ' (1) ·
'LWDD E 3-1/2 CANAL ' (1) ·
'LWDD E-3 CANAL ' (1) ·
'LWDD E-4 (EL RIO) CANAL ' (1) ·
'LWDD L-30 CANAL ' (1) ·
'LWDD LATERAL 14 CANAL ' (1) ·
'M CANAL ' (1) ·
'Platt Ranch Access Road ' (1) ·
'QUAIL COVEY ROAD ' (1) ·
'RCA CANAL ' (1) ·
'Reed Canal ' (1) ·
'RELIEF CANAL ' (1) ·
'SR-91 TPK-DRAINAGE CANAL' (1) ·
'SR-91 TPK/DRAINAGE CANAL' (1) ·
'Underhill Slough ' (1)
'16th St/College Ln' (1) ·
'Becker Rd. ' (1) ·
'CAMINO REAL ' (1) ·
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'DONALD ROSS RD EB ' (1) ·
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'HYPOLUXO ROAD EB ' (1) ·
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'JOG ROAD (NB) ' (1) ·
'JOG ROAD NB ' (1) ·
'JOG ROAD SB ' (1) ·
'Lake Harney Road ' (1) ·
'LAKE IDA ROAD ' (1) ·
'Lantern Park Drive' (1) ·
'LAWRENCE ROAD ' (1) ·
'LIGHTHOUSE DRIVE ' (1) ·
'LYONS ROAD ' (1) ·
'MINER RD. ' (1) ·
'NW 13 ST ' (1) ·
'NW 20TH ST WB ' (1) ·
'NW 20TH ST. EB ' (1) ·
'PROS. FARMS ROAD ' (1) ·
'SE ISLAND WAY ROAD' (1) ·
'SEACREST BLVD. ' (1) ·
'SEMINOLE/PRATTWHT.' (1) ·
'St. Johns Heritage' (1) ·
'SW 18TH ST WB ' (1) ·
'SW 18TH ST. EB ' (1) ·
'SW 18TH STREET WB ' (1) ·
'W. CAMINO REAL ' (1) ·
'WALLIS ROAD ' (1) ·
'Woolbright Road EB' (1) ·
'Woolbright Road WB' (1)
704190 (1) ·
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'0.03Mi E of NW 15TH AVE ' (1) ·
'0.2MI E of LOXAHATCHEE RD' (1) ·
'0.2MI S of CAMINO GARDEN ' (1) ·
'0.3 Mi. W of SE Bosko Dr ' (1) ·
'0.3M W of ALT A1A(SR-811)' (1) ·
'0.3MI E of CONGRESS AVE. ' (1) ·
'0.4 MI W of US-1 ' (1) ·
'0.5 MI W OF HAVERHILL RD ' (1) ·
'0.5MI W of N DIXIE HWY ' (1) ·
'0.5MI W of N DIXIE HIGHWY' (1) ·
'0.5Mi WEST OF CR-809 ' (1) ·
'0.6Mi NORTH OF SR-804 ' (1) ·
'0.6MI S of SOUTHERN BLVD ' (1) ·
'0.7MI W OF CONGRESS AVE ' (1) ·
'0.7MI W OF CONGRESS AVE.' (1) ·
'0.8 MI N of LANTANA ROAD ' (1) ·
'0.8Mi N OF BOYNTON BCH B ' (1) ·
'0.8MI N OF LANTANA 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 S OF LINTON BLVD ' (1) ·
'1MI S. OF LINTON BLVD ' (1) ·
'2.9 Miles South of US-192' (1) ·
'4 Mi South of Maytown Rd.' (1) ·
'4MI N OF OKEECHOBEE BLVD.' (1) ·
'ADJ W SIDE MILITARY TRAIL' (1) ·
'AT SR-809 / WCAMINOREA ' (1) ·
'CR-4078 & Lantern Park Dr' (1) ·
'Inter 66th Ave/College Ln' (1) ·
'S of Southrn/Haverhll Int' (1) ·
'S SIDE OF RCA/MONET ROAD ' (1)
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9100 (1)
Bank and embankment protection is severely undermined. River control devices have severe damage. Large deposits of debris are in the channel. (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) ·
No noticeable or noteworthy deficiencies which affect the condition of the channel. (1)
Large spalls, heavy scaling, wide cracks, considerable efflorescence or opened construction joint permitting loss of backfill. Considerable settlement or misalignment. Considerable scouring or erosion at curtain walls, wingwalls or pipes. Metal culverts have significant distortion and deflection throughout, extensive corrosion or deep pitting. (1) ·
N/A (1) ·
No deficiencies (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)
10410 (1) ·
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880 (1)
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