Drilldown: bridge data
From Indian River Lagoon Project
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'C-15 CANAL ' (1) ·
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'L-38 CANAL ' (1) ·
'L.W.D.D. E-4 CANAL ' (1) ·
'Lake Ida Canal E-4 ' (1) ·
'Lake Ida Road ' (1) ·
'LATERAL CANAL #30 ' (1) ·
'Lateral Canal 30 ' (1) ·
'LWDD E-4 Canal ' (1) ·
'LWDD L-30 CANAL ' (1) ·
'LWDD L30 Canal ' (1) ·
'LWDD LAT 30 CANAL ' (1) ·
'LWDD LATERAL 30 CANAL ' (1) ·
'LWDD LATERAL 32 CANAL ' (1) ·
'SFWMD C-15 CANAL ' (1) ·
'SR 806 (Atlantic Ave.) ' (1) ·
'SR 806 W Atlantic Avenue' (1) ·
'SW 10th St. Lowson Blvd ' (1) ·
'US-17/92 ' (1)
'BARWICK RD ' (1) ·
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'CONGRESS AVE ' (1) ·
'CONGRESS AVE NB ' (1) ·
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'EL CLAIR RANCH RD.' (1) ·
'Hagen Ranch Road ' (1) ·
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'Linton Blvd. ' (1) ·
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'OLD DIXIE HWY ' (1) ·
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'SR-472 ' (1) ·
'SR806 Atlantic Ave' (1) ·
'SR91 N/S TPK 83.91' (1) ·
'SR91 SB OFF RP81.9' (1) ·
'SR91 SB ON RP 81.9' (1)
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'.2MI E OF HOMEWOOD ROAD ' (1) ·
'.2MI S of LINDELL BLVD ' (1) ·
'0.2 MI S OF LAKE IDA ROAD' (1) ·
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'0.25 MI N OF ATLANTIC AVE' (1) ·
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'0.4 MI W OF CONGRESS AVE ' (1) ·
'0.4MI S OF LINTON BLVD ' (1) ·
'0.5 mi N of Atlantic Ave ' (1) ·
'0.5 Mile West of I-95 ' (1) ·
'0.7MI N OF LAKE IDA ROAD ' (1) ·
'0.8 MI N OF LAKE IDA ROAD' (1) ·
'0.8Mi W of JOG/CARTER RD.' (1) ·
'1.1MI S OF LINTON BLVD ' (1) ·
'1.2Mi N OF LAKE IDA RD. ' (1) ·
'1.3 mile S of Linton Rd. ' (1) ·
'1.3mi. South of Linton ' (1) ·
'1.5 miles South of SR 806' (1) ·
'1.9Mi S of WOOLBRIGHT ' (1) ·
'1Mi E of CR809/Military T' (1) ·
'1MI S OF LINTON BLVD ' (1) ·
'1MI S. OF LINTON BLVD ' (1) ·
'2 miles N of Atlantic Ave' (1) ·
'2.0 Miles N of SR-806 ' (1) ·
'2.12 MI NORTH OF SR-806 ' (1) ·
'2.7 miles N of SR 806 ' (1) ·
'E Congress Ave & N SR 806' (1) ·
'E Congress Ave & S SR 806' (1) ·
'I 95 Over Lowson Blvd ' (1) ·
'I-95 SR 806 interchange ' (1) ·
'I-95/SR 806 interchange ' (1) ·
'Just W. of Congress Ave.' (1) ·
'SR-472 over US-17/92 ' (1)
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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 not over waterway. (1)
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70268 (1)
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