Drilldown: bridge data
From Indian River Lagoon Project
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'BOYNTON CANAL C-16 ' (1) ·
'C-15 CANAL ' (1) ·
'C-24 Canal ' (1) ·
'C-51 CANAL ' (1) ·
'Callalisa Creek ' (1) ·
'CANAL C-24 ' (1) ·
'Clint Moore Road ' (1) ·
'E-1 CANAL ' (1) ·
'El Rio Canal E-4 ' (1) ·
'FLORIDA TURNPIKE ' (1) ·
'I 95 SR 9 ' (1) ·
'L-6 Canal ' (1) ·
'LAKEWOOD E4 CANAL ' (1) ·
'LAT CANL #45(GLADES INT)' (1) ·
'LWDD E-3 CANAL ' (1) ·
'LWDD E1 CANAL ' (1) ·
'LWDD LATERAL 14 CANAL ' (1) ·
'SR 710 and CSX RR ' (1) ·
'SR 786 PGA Blvd ' (1) ·
'SR 808 GLADES RD ' (1) ·
'Summit Boulevard ' (1) ·
'Sykes Creek ' (1) ·
'WPB STUB CANAL ' (1) ·
Indian River Relief East (1)
'BELVEDERE RD ' (1) ·
'BELVEDERE ROAD ' (1) ·
'BIG BLUE TRACE ' (1) ·
'Boynton Bch Blvd. ' (1) ·
'CONGRESS AVE ' (1) ·
'Crosstown Parkway ' (1) ·
'E Gateway Blvd ' (1) ·
'HYPOLUXO RD. ' (1) ·
'I 95 NB SR 9 ' (1) ·
'I 95 SR 9 SB ' (1) ·
'MARINA BLVD. ' (1) ·
'MILITARY TRAIL ' (1) ·
'PORT ST LUCIE BLVD' (1) ·
'SB I 95 SR 9 ' (1) ·
'SR 91 TPK RMP 76.3' (1) ·
'SR-44 ' (1) ·
'SR-520 ' (1) ·
'SR-807 Congress Av' (1) ·
'SR-808 (Glades Rd)' (1) ·
'SR-91 (TPK) 78.7 ' (1) ·
'SR91 N/S TPK 75.92' (1) ·
'YAMATO RD ' (1) ·
SR-520 (1)
700193 (1) ·
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'0.1MI W OF I-95 ' (1) ·
'0.3MI E of SR-7 (US-441) ' (1) ·
'0.4MI S OF LINTON BLVD ' (1) ·
'0.5 MILE WEST OF JOG RD ' (1) ·
'0.5 MILES WEST OF SR-809 ' (1) ·
'0.5MI. W OF I-95 ' (1) ·
'0.7 Mi. West of I-95 ' (1) ·
'0.75 mile South of SR 708' (1) ·
'0.8Mi NORTH OF CR-804 ' (1) ·
'0.9MI S OF SR-802 ' (1) ·
'1.0mile south of SR-80 ' (1) ·
'1.4 miles east of I-95 ' (1) ·
'1.5 miles North of SR 804' (1) ·
'1mi. N of Northlake Blvd.' (1) ·
'2 MI N OF GLADES RD/SR808' (1) ·
'5.7MI W OF US-1 ' (1) ·
'50FT E OF SR-7 (US-441) ' (1) ·
'AT BOCA RATON INTERCHANGE' (1) ·
'AT SOUTHSIDE OF SR-80 ' (1) ·
'Between SR 882 and SR 80 ' (1) ·
'SR-44 - Callalisa Creek ' (1) ·
'SR-520 - Sykes Creek ' (1) ·
'SR-91 FL TPK OVER SR-808 ' (1) ·
SR-520 - Indian River Relief (1)
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80541414 (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) ·
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 assessed or calculated scour condition. Scour is determined to be within the limits of footing or piles by assessment, 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)
148776 (1) ·
171592 (1) ·
18218 (1) ·
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32445 (1) ·
43375 (1) ·
45978 (1) ·
47712 (1) ·
52050 (1) ·
52917 (1) ·
61593 (1) ·
63327 (1) ·
67665 (1) ·
70268 (1) ·
72002 (1) ·
78700 (1) ·
79810 (1) ·
8000 (1)
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