Drilldown: bridge data
From Indian River Lagoon Project
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- Event (169)
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- Waterbody (27)
- bridge (13)
- bridge data (1468)
- definition (254)
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Use the filters below to narrow your results.
'C-15 CANAL ' (1) ·
'C-17 CANAL ' (1) ·
'C-51 Canal ' (1) ·
'CANAL E-2-E(BOYN BC INT)' (1) ·
'CANAL L-12 ' (1) ·
'CYPRESS CREEK #2 ' (1) ·
'EAST TURTLE CREEK ' (1) ·
'I-4 ' (1) ·
'Intracoastal Waterway ' (1) ·
'LOXAHATCHEE CREEK ' (1) ·
'S. Fork St. Lucie River ' (1) ·
'SFWMD C-51 CANAL ' (1) ·
I-95 (1)
'Atlantic Avenue ' (1) ·
'Cassadaga Road ' (1) ·
'COUNTY LINE RD ' (1) ·
'JOG ROAD ' (1) ·
'NBSR807 to EBSR80 ' (1) ·
'OLD DIXIE HWY ' (1) ·
'PROSPERITY FARMS R' (1) ·
'SR-76 ' (1) ·
'SR-80 EB ' (1) ·
'SR-80 WB ' (1) ·
'SR91 N/S TPK 117.5' (1) ·
'SR91 N/S TPK 119.1' (1) ·
'SR91 NB TPK 86.69 ' (1) ·
Valkaria Road (1)
700159 (1) ·
790210 (1) ·
890079 (1) ·
890127 (1) ·
894021 (1) ·
930064 (1) ·
930241 (1) ·
930354 (1) ·
930355 (1) ·
930429 (1) ·
930474 (1) ·
934116 (1) ·
934273 (1) ·
934911 (1)
'.25 mi East of I-95 ' (1) ·
'0.2 MI S OF MARTIN CO LIN' (1) ·
'0.3MI N OF N. LAKE BLVD. ' (1) ·
'1.1MI S OF LINTON BLVD ' (1) ·
'1.3 MI N OF PLM BCH CO LI' (1) ·
'16Mi W of SR-7 ' (1) ·
'2.5Mi W of US-1 ' (1) ·
'6.2 MILES SOUTH OF SR-802' (1) ·
'AT SOUTHERN BLVD. ' (1) ·
'Between SR-A1A & SR-5 ' (1) ·
'Cassadaga Road over I-4 ' (1) ·
'SE quadrant PB Int Airpt ' (1) ·
Valkaria Road and I-95 (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 is scour critical; bridge foundations determined to be unstable for assessed or calculated scour conditions: Scour within limits of footing or piles. Scour below spread-footing base or pile tips. (1) ·
Bridge not over waterway. (1)
Showing below up to 14 results in range #1 to #14.
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