Drilldown: bridge data
From Indian River Lagoon Project
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bridge data > Length 049 :
27 or
53
& Channel 061:
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.
Use the filters below to narrow your results.
'C-104 CANAL ' (1) ·
'CANAL C-108 ' (1) ·
'E-2W Canal ' (1) ·
'FIVE MILE CREEK ' (1) ·
'Indian River Relief East' (1) ·
'L-38 CANAL ' (1) ·
'Little Lake Worth ' (1) ·
'LITTLE MUD CREEK ' (1) ·
'LWDD L-30 CANAL ' (1) ·
'Miami Canal L-25 ' (1) ·
'N Fork Loxahatchee River' (1) ·
Addison Canal (1) ·
Horse Creek (1)
'CR611B(EDWARDS RD)' (1) ·
'DUNN ROAD ' (1) ·
'E/B Atlantic Ave. ' (1) ·
'JOG RD NB ' (1) ·
'JOG ROAD NB ' (1) ·
'JOG ROAD SB ' (1) ·
'JORGENSEN RD ' (1) ·
'SR A1A ' (1) ·
'SR-404 EB ' (1) ·
'SR-404 WB ' (1) ·
'TEQUESTA DRIVE ' (1) ·
'US-27/SR-80 NB ' (1) ·
'US-27/SR-80 SB ' (1) ·
'W/B Atlantic Ave ' (1) ·
I-95 (1) ·
US-1 (1)
700078 (1) ·
700144 (1) ·
700206 (1) ·
700229 (1) ·
930437 (1) ·
930440 (1) ·
930537 (1) ·
930538 (1) ·
930546 (1) ·
934938 (1) ·
934939 (1) ·
934952 (1) ·
936776 (1) ·
940070 (1) ·
940158 (1) ·
945252 (1) ·
945270 (1)
'0.2MI S OF N MACEDO BLVD.' (1) ·
'0.3 mi east of US 1 & PGA' (1) ·
'0.5MI S of CR 712 ' (1) ·
'1.2MI. W of US-1 ' (1) ·
'1.9Mi S of WOOLBRIGHT ' (1) ·
'1MI E of MCNEIL ROAD ' (1) ·
'1MI S OF LINTON BLVD ' (1) ·
'At John Stretch Park ' (1) ·
'Atlantic Ave./Fl. Tpk. ' (1) ·
'NORTH OF BLIND CREEK ' (1) ·
'SR-404 EB -Indian Riv Rel' (1) ·
'SR-404 WB-Indian River ' (1) ·
I-95 over Addison Canal (1) ·
US-1 over Horse Creek (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)
Showing below up to 17 results in range #1 to #17.
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