Drilldown: bridge data
From Indian River Lagoon Project
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'E-2 Canal ' (1) ·
'E-2-E Canal ' (1) ·
'E-3 CANAL ' (1) ·
'E3-canal ' (1) ·
'Hillsboro (L-14) Canal ' (1) ·
'HILLSBORO CANAL L-14 ' (1) ·
'Hillsboro Canal L14 ' (1) ·
'HILLSBORO L-14 CANAL ' (1) ·
'L-10 Canal ' (1) ·
'L-12 Canal ' (1) ·
'L-14 CANAL ' (1) ·
'LAT CANAL (LK WORTH INT)' (1) ·
'LATERAL CANAL #38 ' (1) ·
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'LWDD E-2E Canal ' (1) ·
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'LWDD LAT 8 CANAL ' (1) ·
'OCEAN CANAL L-13 ' (1) ·
'SFC DIST CANAL NO 1 ' (1) ·
'SR 802 LAKE WORTH RD ' (1)
'10TH AVE NORTH ' (1) ·
'BISCAYNE DRIVE ' (1) ·
'CRESTHAVEN BLVD ' (1) ·
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'EB Lake Worth Rd. ' (1) ·
'Forest Hill Blvd. ' (1) ·
'HARRIS RD ' (1) ·
'Hatton Road ' (1) ·
'Haverhill Rd ' (1) ·
'JOG ROAD ' (1) ·
'KUDZA ROAD ' (1) ·
'Lake Worth Road ' (1) ·
'Lantana Road ' (1) ·
'Levee Road ' (1) ·
'Melaleuca Lane ' (1) ·
'NW 2ND ST ' (1) ·
'NW 5TH STREET ' (1) ·
'PURDY LANE ' (1) ·
'SAM SENTER RD ' (1) ·
'SE 7TH STREET ' (1) ·
'SR 91 TPK RMP 93.5' (1) ·
'SR-15 Main St. ' (1) ·
'SR-715 ' (1) ·
'SR91 N/S TPK 92.1 ' (1) ·
'SR91 N/S TPK 93.3 ' (1) ·
'WB Lake Worth Rd. ' (1)
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'0.2MI S of FOREST HILL BV' (1) ·
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'0.9MI W OF MILITARY TRAIL' (1) ·
'1 Mi. S of US-441 ' (1) ·
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'2.0 MILES N OF SR 812 ' (1) ·
'300FT East of CR-717 ' (1) ·
'4.0 MI NW OF US-441 ' (1) ·
'50ft W of TPK (SR-91) ' (1) ·
'6MI E OF BELLE GLADE ' (1) ·
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'ADJ. TO N. SIDE OF SR-880' (1) ·
'At East Canal St. ' (1) ·
'AT TEDDAR ROAD ' (1) ·
'Belle Glade 1Mi W SR-80 ' (1) ·
'LAKE WORTH INTERCHANGE ' (1) ·
'Lake Worth Rd at FL Trnpk' (1)
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80413113 (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 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)
Showing below up to 28 results in range #1 to #28.