Drilldown: bridge data
From Indian River Lagoon Project
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'BOYNTON CANAL C-16 ' (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-38 CANAL ' (1) ·
'LWDD LAT CANAL 17 ' (1) ·
'LWDD LATERAL 14 CANAL ' (1) ·
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'SR-40 ' (1)
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'CR-880 ' (1) ·
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'DONALD ROSS RD EB ' (1) ·
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'FOREST HILL BLVD. ' (1) ·
'Haverhill Rd ' (1) ·
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'MILITARY TRAIL NB ' (1) ·
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'MINER RD. ' (1) ·
'NW 13 ST ' (1) ·
'NW 20TH ST WB ' (1) ·
'NW 20TH ST. EB ' (1) ·
'PALMETTO PK RD ' (1) ·
'PROS. FARMS ROAD ' (1) ·
'SE ISLAND WAY ROAD' (1) ·
'SEACREST BLVD. ' (1) ·
'SEMINOLE/PRATTWHT.' (1) ·
'SW 18TH STREET WB ' (1) ·
'W. CAMINO REAL ' (1) ·
'WALLIS ROAD ' (1)
790193 (1) ·
894019 (1) ·
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'0.03Mi E of NW 15TH AVE ' (1) ·
'0.2 MI S OF LAKE IDA ROAD' (1) ·
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'0.2MI S of CAMINO GARDEN ' (1) ·
'0.2MI S OF LAKE IDA ROAD ' (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) ·
'0.6 MI WEST OF I-95 ' (1) ·
'0.6Mi NORTH OF SR-804 ' (1) ·
'0.6Mi S OF CR-812 ' (1) ·
'0.8 MI N of LANTANA ROAD ' (1) ·
'0.8Mi N OF BOYNTON BCH B ' (1) ·
'0.8MI N OF LANTANA ROAD ' (1) ·
'0.8Mi NORTH OF CR-804 ' (1) ·
'0.9 MI N OF LAKE IDA ROAD' (1) ·
'0.9MI N OF LAKE IDA ROAD ' (1) ·
'1.1 MI E OF JOG ROAD ' (1) ·
'1.1MI W OF US-1 ' (1) ·
'1MI N OF CLINT MOORE RD ' (1) ·
'1MI N. of CLINT MOORE RD.' (1) ·
'1MI S. OF LINTON BLVD ' (1) ·
'4.1Mi W OF SR-80 ' (1) ·
'4MI N OF OKEECHOBEE BLVD.' (1) ·
'7.7Mi W OF SR-80 ' (1) ·
'ADJ W SIDE MILITARY TRAIL' (1) ·
'AT SOUTHERN/FORESTHILINTR' (1) ·
'AT SR-809 / WCAMINOREA ' (1) ·
'I-95 over SR-40 ' (1) ·
'S of Southrn/Haverhll Int' (1) ·
'S SIDE OF RCA/MONET ROAD ' (1)
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9100 (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)
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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6073 (1) ·
62460 (1) ·
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68533 (1) ·
7114 (1) ·
85015 (1) ·
880 (1)
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