Drilldown: bridge data
From Indian River Lagoon Project
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- Event (169)
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Use the filters below to narrow your results.
'Banana River ' (1) ·
'BOYNTON CANAL ' (1) ·
'C-18 Canal ' (1) ·
'CANAL E-2-E(BOYN BC INT)' (1) ·
'CANAL E-2-W(BOYN BC INT)' (1) ·
'E-1 CANAL ' (1) ·
'E-2W CANAL ' (1) ·
'E3-canal ' (1) ·
'I 95 SR 9 ' (1) ·
'Indian River ' (1) ·
'LATERAL CANAL #30 ' (1) ·
'LWDD E-3 CANAL ' (1) ·
'SR 804 BOYNTON BCH BLVD ' (1) ·
'SR 91 TPK ' (1) ·
'SR-91 N/S TPK ' (1) ·
'Stub Canal & S.F.R.C. ' (1) ·
'TIDAL CANAL ' (1) ·
'WILLOUGHBY CREEK ' (1)
'Boynton Bch Blvd. ' (1) ·
'EB US 98 SR 80 ' (1) ·
'HOOD RD 110.944 ' (1) ·
'INDIAN STREET ' (1) ·
'Loxahatchee Rvr Rd' (1) ·
'Melaleuca Lane ' (1) ·
'N CENTRAL PARK BLV' (1) ·
'SIMARA STREET ' (1) ·
'SR-520 EB ' (1) ·
'SR-520 WB ' (1) ·
'SR-528 ' (1) ·
'SR91 N/S TPK 83.91' (1) ·
'SR91 N/S TPK 86.95' (1) ·
'SR91 N/S TPK 87.74' (1) ·
'SR91 NB TPK 86.69 ' (1) ·
'SR91 NB TPK 86.88 ' (1) ·
'SR91 On/Off Rmp106' (1) ·
'SR91 SB OFF RP81.9' (1) ·
'SR91 SB ON RP 81.9' (1) ·
'SR91 SB TPK 86.85 ' (1) ·
'SR91 SB TPK 87.213' (1) ·
'WB US 98 SR 80 ' (1)
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'0.25 MI N OF ATLANTIC AVE' (1) ·
'0.25 Mile N of Center St.' (1) ·
'0.5 MILES WEST OF SR-809 ' (1) ·
'0.6MI N OF PLMTTO PARK RD' (1) ·
'0.7 MI NORTH OF SR-804 ' (1) ·
'0.7MI E of DIXIE HWY A1A ' (1) ·
'1.1Mi W of Miltiary Trail' (1) ·
'1.8 MI N OF PGA BLV/SR786' (1) ·
'2.12 MI NORTH OF SR-806 ' (1) ·
'6.2 MILES SOUTH OF SR-802' (1) ·
'650FT E OF SEWALLS PT. RD' (1) ·
'SR 80 / I-95 Interchange ' (1) ·
'SR 80/ I-95 interchange ' (1) ·
'SR-520 EB - Banana River ' (1) ·
'SR-520 WB - Banana River ' (1) ·
'SR-528 EB - Indian River ' (1) ·
'SR-710 TPK Interchange ' (1)
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80103466 (1) ·
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80121064 (1) ·
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80123610 (1) ·
80385322 (1) ·
80385336 (1) ·
80440500 (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) ·
No noticeable or noteworthy deficiencies which affect the condition of the channel. (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 25 results in range #1 to #25.
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