Drilldown: bridge data
From Indian River Lagoon Project
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bridge data > Lanes 028a:
1
& Scour 113:
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
Use the filters below to narrow your results.
'BRANCH OF ICWW ' (1) ·
'C-51 Canal ' (1) ·
'EL RIO CANAL ' (1) ·
'L-10 Canal ' (1) ·
'L-12 Canal ' (1) ·
'L-19 Canal ' (1) ·
'LATERAL A CANAL ' (1) ·
'LATERAL CANAL ' (1) ·
'LWDD CANAL E-1 ' (1) ·
'Mercer Ave./CSX RR/Canal' (1) ·
'OKEECHOBEE RIM CANAL ' (1) ·
'RIO MAR BAY ' (1) ·
'S-5 Discharge Canal ' (1) ·
'TEN MILE CREEK ' (1)
'21ST ST SW ' (1) ·
'61ST./PECAN GROVE ' (1) ·
'Belvede to NB I-95' (1) ·
'CAMINO GARDENS EB ' (1) ·
'CAMINO GARDENS WB ' (1) ·
'CENTRL PK BL S WB' (1) ·
'CR-717 ' (1) ·
'EBSR80 to SBSR807 ' (1) ·
'GORDY ROAD ' (1) ·
'HIGHLAND GOLF CRSE' (1) ·
'JUPITER ISLAND PK ' (1) ·
'Levee Road ' (1) ·
'NBSR807 to EBSR80 ' (1) ·
'SBSR807 to EBSR80 ' (1) ·
'VETERANS WALK ' (1)
884038 (1) ·
884047 (1) ·
885808 (1) ·
930072 (1) ·
930472 (1) ·
930473 (1) ·
930474 (1) ·
930485 (1) ·
930805 (1) ·
930806 (1) ·
930807 (1) ·
930808 (1) ·
930809 (1) ·
930811 (1) ·
934126 (1) ·
934921 (1) ·
935209 (1) ·
935210 (1) ·
935508 (1) ·
944010 (1)
'.2MI E OF HOMEWOOD ROAD ' (1) ·
'0.03Mi E of CYPRESS WAY ' (1) ·
'0.5MI N OF JUPITER BCH RD' (1) ·
'0.8MI SOUTH OF SR-70 ' (1) ·
'1.0 Mi South of CR-827 ' (1) ·
'1.9 MI WEST OF SR-715 ' (1) ·
'13.5 Mi S/O S/B E of US27' (1) ·
'21.0 Mi North of US-27 ' (1) ·
'300FT East of CR-717 ' (1) ·
'33FT E OF CR-611 43RD AVE' (1) ·
'4.0 MI NW OF US-441 ' (1) ·
'6.3MI S of SoBay at US-27' (1) ·
'AT CR-615 (66TH AVE.) ' (1) ·
'AT US-441 SR-7 ' (1) ·
'INSIDE RIVERSIDE PARK ' (1) ·
'North of Belvedere Rd ' (1) ·
'SE quadrant PB Int Airprt' (1) ·
'SE quadrant PB Int Airpt ' (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) ·
No noticeable or noteworthy deficiencies which affect the condition of the channel. (1)
Showing below up to 20 results in range #1 to #20.
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