Drilldown: bridge data
From Indian River Lagoon Project
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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) ·
'Lateral H Canal ' (1) ·
'Loxahatchee River ' (1) ·
'Miami Canal L-25 ' (1) ·
'Moores Creek ' (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) ·
'8th Street N ' (1) ·
'Central Blvd. ' (1) ·
'Congress Avenue ' (1) ·
'Crosstown Parkway ' (1) ·
'Haverhill Road ' (1) ·
'I-95 ' (1) ·
'I-95 (SR 9) ' (1) ·
'Island Way ' (1) ·
'Riverbend Park Rd ' (1) ·
'US-27/SR-80 NB ' (1) ·
'US-27/SR-80 SB ' (1) ·
I-95 (1)
700209 (1) ·
700222 (1) ·
884081 (1) ·
884082 (1) ·
884083 (1) ·
930528 (1) ·
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930540 (1) ·
934171 (1) ·
934175 (1) ·
934176 (1) ·
934177 (1) ·
945013 (1) ·
945274 (1)
'0.14MI N of Indiantown Rd' (1) ·
'0.3 Mi N of 45th St ' (1) ·
'0.3 Mi N of Orange Ave. ' (1) ·
'0.3 Mi S of Indiantown Rd' (1) ·
'0.7 Mi. West of I-95 ' (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) ·
'56th Place North ' (1) ·
'At 74th Avenue ' (1) ·
'At John Stretch Park ' (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 not over waterway. (1)
1000 (1) ·
10800 (1) ·
117980 (1) ·
118848 (1) ·
13012 (1) ·
144 (1) ·
150 (1) ·
20574 (1) ·
30710 (1) ·
33486 (1) ·
369555 (1) ·
625 (1)
Showing below up to 15 results in range #1 to #15.
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