Drilldown: bridge data
From Indian River Lagoon Project
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- Event (169)
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- bridge data (1468)
- definition (254)
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Use the filters below to narrow your results.
'C-18 Canal ' (1) ·
'C-24 Canal ' (1) ·
'E-4 Canal ' (1) ·
'EPB - 10 Canal ' (1) ·
'FL TPK SR-91 ' (1) ·
'Golf Cart Underpass ' (1) ·
'I 95 SR 9 ' (1) ·
'I-95 (S.R. 9) ' (1) ·
'I-95 (SR-9) ' (1) ·
'Lateral A Canal ' (1) ·
'Lateral H Canal ' (1) ·
'Loxahatchee River ' (1) ·
'Moore's Creek ' (1) ·
'Moores Creek ' (1) ·
'North Relief Canal ' (1) ·
'Range Line Canal ' (1) ·
'Tidal Canal ' (1) ·
'Turkey Creek ' (1) ·
'Underhill Slough ' (1)
'16th St/College Ln' (1) ·
'16th Street ' (1) ·
'53rd Street ' (1) ·
'56th Place North ' (1) ·
'8th Street N ' (1) ·
'Australian Ave. ' (1) ·
'Becker Road ' (1) ·
'Central Blvd. ' (1) ·
'Congress Avenue ' (1) ·
'Crosstown Parkway ' (1) ·
'Dundas Court ' (1) ·
'Haverhill Road ' (1) ·
'Hypoluxo Rd ' (1) ·
'Indian Rvrsd Pk Rd' (1) ·
'Island Way ' (1) ·
'Lake Harney Road ' (1) ·
'North 14th Street ' (1) ·
'North 9th Street ' (1) ·
'Old Boynton Road ' (1) ·
'Port Malabar BL WB' (1) ·
'Riverbend Park Rd ' (1)
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'0.1 Miles S. of Ave. D ' (1) ·
'0.14MI N of Indiantown Rd' (1) ·
'0.26 Miles North of CR-68' (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) ·
'0.3 Miles North of CR-68 ' (1) ·
'0.4Mi. East of Congress A' (1) ·
'0.7 Mi. West of I-95 ' (1) ·
'0.95 MI N of PGA Blvd. ' (1) ·
'1.2 Mi. East of Lyons Rd.' (1) ·
'1.6 Miles East of 58th Av' (1) ·
'1.6 miles East of SR-507 ' (1) ·
'4 Mi South of Maytown Rd.' (1) ·
'56th Place North ' (1) ·
'At 74th Avenue ' (1) ·
'Becker Rd/I-95 interchge ' (1) ·
'Between SR704 and 12th St' (1) ·
'Crosstown Pkwy/I-95 ' (1) ·
'Indian Riverside Park ' (1) ·
'Inter 66th Ave/College Ln' (1) ·
'North of P. Beach Airport' (1)
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81013072 (1)
Bank and embankment protection is severely undermined. River control devices have severe damage. Large deposits of debris are in the channel. (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)
Large spalls, heavy scaling, wide cracks, considerable efflorescence or opened construction joint permitting loss of backfill. Considerable settlement or misalignment. Considerable scouring or erosion at curtain walls, wingwalls or pipes. Metal culverts have significant distortion and deflection throughout, extensive corrosion or deep pitting. (1) ·
N/A (1) ·
No noticeable or noteworthy deficiencies which affect the condition of the culvert. Insignificant scrape marks caused by drift. (1)
Bridge foundations (including piles) on dry land well above flood water elevations. (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 22 results in range #1 to #22.