Drilldown: bridge data
From Indian River Lagoon Project
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- Event (169)
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- bridge data (1468)
- definition (254)
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Use the filters below to narrow your results.
'BOYNTON CANAL ' (1) ·
'BOYNTON CANAL C-16 ' (1) ·
'C-15 Canal ' (1) ·
'C-51 CANAL ' (1) ·
'C.S.X. R/R ' (1) ·
'CANAL-17 ' (1) ·
'Canoe Creek ' (1) ·
'Casa Mar Dr ' (1) ·
'Clint Moore Road ' (1) ·
'E-1 Canal ' (1) ·
'E-3 Canal ' (1) ·
'El Rio Canal ' (1) ·
'FLORIDA TURNPIKE ' (1) ·
'I 95 SR 9 ' (1) ·
'LWDD CANAL E-1 ' (1) ·
'LWDD E-2 W ' (1) ·
'LWDD E-2E Canal ' (1) ·
'LWDD E-3 CANAL ' (1) ·
'SR 808 GLADES RD ' (1) ·
Indian River Relief East (1)
'Australian Ave. ' (1) ·
'BELVEDERE ROAD ' (1) ·
'BIG BLUE TRACE ' (1) ·
'Boynton Bch Blvd. ' (1) ·
'CLINT MOORE RD ' (1) ·
'CONGRESS AVE ' (1) ·
'Forest Hill Blvd. ' (1) ·
'Hypoluxo Rd ' (1) ·
'Lantana Road ' (1) ·
'Lyons Rd ' (1) ·
'LYONS ROAD ' (1) ·
'NB I 95 SR 9 ' (1) ·
'Old Dixie Highway ' (1) ·
'Spanish River Blvd' (1) ·
'SR-91 (TPK) 78.7 ' (1) ·
'SR91 N/S TPK 75.92' (1) ·
'Woolbright Road ' (1) ·
SR-520 (1)
700196 (1) ·
930300 (1) ·
930359 (1) ·
930416 (1) ·
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'0.3Mi E of Military Trail' (1) ·
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'0.5 MILES WEST OF SR-809 ' (1) ·
'0.7MI N OF BOYNTON BCH BL' (1) ·
'0.7MI N of Northlake Blvd' (1) ·
'0.8Mi NORTH OF CR-804 ' (1) ·
'1 mile S of Linton Blvd ' (1) ·
'1.5mi E of Jog Rd. ' (1) ·
'1.5Mi E of Military Trail' (1) ·
'100ft E of Fla Turnpike ' (1) ·
'2 MI N OF GLADES RD/SR808' (1) ·
'2.2MI N of Boynton Bch Bl' (1) ·
'50ft W of TPK (SR-91) ' (1) ·
'AT SOUTHSIDE OF SR-80 ' (1) ·
'AT SR-7 & Hypoluco Rd ' (1) ·
'AT US-441 SR-7 ' (1) ·
'North of P. Beach Airport' (1) ·
'SR-91 FL TPK OVER SR-808 ' (1) ·
'W of I 95 on Woolbright ' (1) ·
SR-520 - Indian River Relief (1)
26220464 (1) ·
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80101495 (1) ·
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80111927 (1) ·
80112020 (1) ·
80121251 (1) ·
80121946 (1) ·
80153155 (1) ·
80423456 (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)
Showing below up to 21 results in range #1 to #21.
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