Drilldown: bridge data
From Indian River Lagoon Project
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- Event (169)
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- definition (254)
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Use the filters below to narrow your results.
'BOYNTON CANAL ' (1) ·
'C-18 Canal ' (1) ·
'Canal - D ' (1) ·
'Clint Moore Road ' (1) ·
'CSX Railroad ' (1) ·
'E-1 CANAL ' (1) ·
'FL. TPK. SR-91 ' (1) ·
'LATERAL CANAL #30 ' (1) ·
'LATERAL CANAL #38 ' (1) ·
'SR 802 LAKE WORTH RD ' (1) ·
'SR 808 GLADES RD ' (1) ·
'SR 809 (Military Trail) ' (1) ·
'US 98-SR 80-WPB Canal ' (1)
'Indiantown Rd. ' (1) ·
'MARINA BLVD. ' (1) ·
'Peninsula Corp Dr ' (1) ·
'PGA Blvd. (SR 786)' (1) ·
'SR 80-Southern Bvd' (1) ·
'SR 91 TPK 79.75 ' (1) ·
'SR-91 (TPK) 78.7 ' (1) ·
'SR-91TPK NBSB 97.4' (1) ·
'SR91 N/S TPK 75.92' (1) ·
'SR91 N/S TPK 83.91' (1) ·
'SR91 N/S TPK 87.74' (1) ·
'SR91 N/S TPK 93.3 ' (1) ·
'US-98 (SR-80) ' (1)
930215 (1) ·
930265 (1) ·
930391 (1) ·
930402 (1) ·
930416 (1) ·
930443 (1) ·
930459 (1) ·
931000 (1) ·
931001 (1) ·
931004 (1) ·
931009 (1) ·
931010 (1) ·
934943 (1)
'.5 mi East of I-95 ' (1) ·
'0.7 MI NORTH OF SR-804 ' (1) ·
'1.3 mile S of Linton Rd. ' (1) ·
'2 MI N OF GLADES RD/SR808' (1) ·
'2.0 MI SOUTH OF SR-806 ' (1) ·
'2.0 MILES N OF SR 812 ' (1) ·
'2.12 MI NORTH OF SR-806 ' (1) ·
'4 miles west of SR 7 ' (1) ·
'4.3 MI NORTH OF SR-802 ' (1) ·
'50FT E OF SR-7 (US-441) ' (1) ·
'SR-91 FL TPK OVER SR-808 ' (1) ·
'SW quadrant PB Int Airprt' (1) ·
'Tpk/PGA Blvd interchange ' (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)
113642 (1) ·
133595 (1) ·
136198 (1) ·
137065 (1) ·
157712 (1) ·
171592 (1) ·
185298 (1) ·
20400 (1) ·
36435 (1) ·
45110 (1) ·
59858 (1)
Showing below up to 13 results in range #1 to #13.
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