Drilldown: bridge data
From Indian River Lagoon Project
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- Event (169)
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'11th St. Canal ' (1) ·
'Burns Road ' (1) ·
'C-18 Canal ' (1) ·
'C-3 Canal ' (1) ·
'C-51 CANAL ' (1) ·
'C-51/WEST PALM BCH CANAL' (1) ·
'Callalisa Creek ' (1) ·
'COUNTY LINE CANAL C-23 ' (1) ·
'CR 782 Linton Blvd ' (1) ·
'Donald Ross Road ' (1) ·
'E-2-E Canal ' (1) ·
'EL RIO CANAL ' (1) ·
'Hillsboro Canal L14 ' (1) ·
'KRUEGER CREEK ' (1) ·
'Lake Ida Canal E-4 ' (1) ·
'LAT CANAL (LK WORTH INT)' (1) ·
'Lateral Canal 30 ' (1) ·
'LWDD CANAL E-1 ' (1) ·
'LWDD E-3 CANAL ' (1) ·
'M CANAL ' (1) ·
'NORTH NEW RIVER CANAL ' (1) ·
'RCA CANAL ' (1) ·
'RELIEF CANAL ' (1)
'10TH AVE NORTH ' (1) ·
'BIG BLUE TRACE ' (1) ·
'BINKS FOREST DRIVE' (1) ·
'CAMINO REAL ' (1) ·
'CLINT MOORE RD ' (1) ·
'CR-613 (58TH AVE.)' (1) ·
'CR-A1A(OCEAN BLVD)' (1) ·
'HAVERHILL ROAD ' (1) ·
'I 95 SR 9 ' (1) ·
'Lake Ida Road ' (1) ·
'NB I 95 SR 9 ' (1) ·
'NB I-95 ( SR-9 ) ' (1) ·
'NB I-95 (S.R.9) ' (1) ·
'PROS. FARMS ROAD ' (1) ·
'SB I 95 SR 9 ' (1) ·
'SB I-95 ( SR-9 ) ' (1) ·
'SR 91 TPK RMP 93.5' (1) ·
'SR-15 Main St. ' (1) ·
'SR-44 ' (1) ·
'SR-80 ' (1) ·
'SR806 Atlantic Ave' (1) ·
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'US-1 ' (1)
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'.2mi East of US-27 ' (1) ·
'0.3 mile South of SR 706 ' (1) ·
'0.3MI S OF SR-60 ' (1) ·
'0.4 MI W of US-1 ' (1) ·
'0.7Mi S OF CR-702/45TH ST' (1) ·
'0.9MI W OF MILITARY TRAIL' (1) ·
'1.5 miles South of SR 806' (1) ·
'1Mi E of CR809/Military T' (1) ·
'2 miles N of Atlantic Ave' (1) ·
'2.7 miles N of SR 806 ' (1) ·
'2MI E of SR-76 ' (1) ·
'3.4MI NORTH OF SR-714 ' (1) ·
'300' E of FL Turnpike ' (1) ·
'At East Canal St. ' (1) ·
'AT SOUTHSIDE OF SR-80 ' (1) ·
'AT US-441 (SOUTHERN BLVD)' (1) ·
'AT US-441 SR-7 ' (1) ·
'Between N Lake/PGA Blvds.' (1) ·
'I-95 / Donald Ross Rd ' (1) ·
'LAKE WORTH INTERCHANGE ' (1) ·
'S SIDE OF RCA/MONET ROAD ' (1) ·
'SR-44 - Callalisa Creek ' (1) ·
'US-1 over 11th Canal ' (1)
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81022971 (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 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)
123619 (1) ·
14314 (1) ·
148776 (1) ·
181308 (1) ·
19258 (1) ·
20855 (1) ·
20994 (1) ·
22080 (1) ·
23076 (1) ·
27000 (1) ·
27760 (1) ·
28801 (1) ·
30015 (1) ·
339472 (1) ·
352347 (1) ·
36435 (1) ·
42508 (1) ·
45110 (1) ·
46846 (1) ·
52050 (1) ·
68532 (1) ·
80851 (1) ·
91351 (1)
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