Drilldown: bridge data
From Indian River Lagoon Project
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- Event (169)
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- Waterbody (27)
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- bridge data (1468)
- definition (254)
- fips (487)
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- timeline (19)
- weblink (123)
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 A Canal ' (1) ·
'Lateral H Canal ' (1) ·
'Loxahatchee River ' (1) ·
'Moores Creek ' (1) ·
'North Relief Canal ' (1) ·
'Range Line Canal ' (1) ·
'Tidal Canal ' (1) ·
'Turkey Creek ' (1)
'16th St/College Ln' (1) ·
'16th Street ' (1) ·
'53rd Street ' (1) ·
'56th Place North ' (1) ·
'8th Street N ' (1) ·
'Australian Ave. ' (1) ·
'Central Blvd. ' (1) ·
'Congress Avenue ' (1) ·
'Crosstown Parkway ' (1) ·
'Haverhill Road ' (1) ·
'Indian Rvrsd Pk Rd' (1) ·
'Island Way ' (1) ·
'Port Malabar BL WB' (1) ·
'Riverbend Park Rd ' (1)
705920 (1) ·
884081 (1) ·
884082 (1) ·
884083 (1) ·
884084 (1) ·
894063 (1) ·
930528 (1) ·
930529 (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) ·
'1.6 Miles East of 58th Av' (1) ·
'1.6 miles East of SR-507 ' (1) ·
'56th Place North ' (1) ·
'At 74th Avenue ' (1) ·
'Between SR704 and 12th St' (1) ·
'Indian Riverside Park ' (1) ·
'Inter 66th Ave/College Ln' (1) ·
'North of P. Beach Airport' (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 14 results in range #1 to #14.
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