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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- weblink (123)
Use the filters below to narrow your results.
'BOLLES CANAL (L-21) ' (1) ·
'BOYNTON CANAL ' (1) ·
'E-1 Canal ' (1) ·
'FL TPK (SR-91) ' (1) ·
'Hidden Valley Canal C15 ' (1) ·
'I 95 SR 9 ' (1) ·
'I-4 ' (1) ·
'LATERAL CANAL #30 ' (1) ·
'Lateral D Canal ' (1) ·
'LWDD E-1 Canal ' (1) ·
'Main Relief Canal ' (1) ·
'SALERNO CREEK ' (1) ·
'SR 91 TPK (PGA BV INT) ' (1)
'66th Avenue ' (1) ·
'Atlantic Ave. ' (1) ·
'Boynton Beach Blvd' (1) ·
'CR-609 (82nd Ave.)' (1) ·
'DIXIE HWY (A1A) ' (1) ·
'EB US 98 SR 80 ' (1) ·
'Enterprise Rd. ' (1) ·
'Roebuck Road ' (1) ·
'SR91 N/S TPK 83.91' (1) ·
'SR91 N/S TPK 87.74' (1) ·
'SR91 NB TPK 109.5 ' (1) ·
'US-1 (SR-5) ' (1) ·
'US-27 (SR-25) ' (1) ·
'WB US 98 SR 80 ' (1)
790191 (1) ·
884098 (1) ·
884099 (1) ·
894041 (1) ·
930006 (1) ·
930342 (1) ·
930462 (1) ·
930463 (1) ·
930464 (1) ·
930539 (1) ·
931009 (1) ·
931010 (1) ·
931013 (1) ·
934283 (1)
'0.7 MI NORTH OF SR-804 ' (1) ·
'0.7Mi South of SR-60 ' (1) ·
'1.0 Mi West of Haverhill ' (1) ·
'1.9 Mi South of SR-60 ' (1) ·
'2.12 MI NORTH OF SR-806 ' (1) ·
'AT SALERNO ROAD AND A1A ' (1) ·
'Boynton Bch Blvd at SR-7 ' (1) ·
'East of SR 7 on SR 806 ' (1) ·
'Enterprise Rd. Over I-4 ' (1) ·
'No. City Line Boca Raton ' (1) ·
'Palm Beach Garden Interch' (1) ·
'SR 80 / I-95 Interchange ' (1) ·
'US-27 OVER BOLLES CANAL ' (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)
Showing below up to 14 results in range #1 to #14.
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