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.
'C-18 Canal ' (1) ·
'C-24 Canal ' (1) ·
'EPB - 10 Canal ' (1) ·
'Golf Cart Underpass ' (1) ·
'I 95 SR 9 ' (1) ·
'INTRACOASTAL WATERWAY ' (1) ·
'KRUEGER CREEK ' (1) ·
'Lateral H Canal ' (1) ·
'Loxahatchee River ' (1) ·
'LWDD E-3 CANAL ' (1) ·
'North Relief Canal ' (1) ·
'Range Line Canal ' (1) ·
'US-192 ' (1) ·
'WPB Drainage Canal ' (1) ·
Wickham Road (1)
'16th Street ' (1) ·
'53rd Street ' (1) ·
'56th Place North ' (1) ·
'Central Blvd. ' (1) ·
'Congress Avenue ' (1) ·
'CR-A1A(OCEAN BLVD)' (1) ·
'CR708 SE BRIDGE RD' (1) ·
'Crosstown Parkway ' (1) ·
'Haverhill Road ' (1) ·
'I-95 ' (1) ·
'I-95 (SR 9) ' (1) ·
'Island Way ' (1) ·
'PIPER'S GLEN ROAD ' (1) ·
'Riverbend Park Rd ' (1) ·
I-95 (1)
700209 (1) ·
700222 (1) ·
884081 (1) ·
884082 (1) ·
884083 (1) ·
890107 (1) ·
890120 (1) ·
930528 (1) ·
930540 (1) ·
934171 (1) ·
934175 (1) ·
934176 (1) ·
934177 (1) ·
934940 (1) ·
945274 (1)
'0.14MI N of Indiantown Rd' (1) ·
'0.3 Mi N of 45th St ' (1) ·
'0.3 Mi S of Indiantown Rd' (1) ·
'0.5 MI WEST OF SR-809 ' (1) ·
'0.7 Mi. West of I-95 ' (1) ·
'0.9 M E OF US-1 ON CR-708' (1) ·
'0.95 MI N of PGA Blvd. ' (1) ·
'1 mi N Palm Bch Lake Blvd' (1) ·
'1.6 Miles East of 58th Av' (1) ·
'2MI E of SR-76 ' (1) ·
'56th Place North ' (1) ·
'At 74th Avenue ' (1) ·
'Between SR704 and 12th St' (1) ·
'I-95 over US-192 ' (1) ·
I-95 over Wickham Road (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)
1000 (1) ·
10800 (1) ·
117980 (1) ·
118848 (1) ·
150 (1) ·
1500 (1) ·
18221 (1) ·
20574 (1) ·
20855 (1) ·
30710 (1) ·
33486 (1) ·
369555 (1) ·
625 (1)
Showing below up to 15 results in range #1 to #15.
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