Drilldown: bridge data
From Indian River Lagoon Project
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'C-15 Canal ' (1) ·
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'Palmetto Park Road ' (1) ·
'RCA CANAL ' (1) ·
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'16th St/College Ln' (1) ·
'27th Street ' (1) ·
'57th Street ' (1) ·
'Benoist Farms Rd ' (1) ·
'CAMINO REAL ' (1) ·
'CONGRESS AVE ' (1) ·
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'SB I 95 SR 9 ' (1) ·
'SEACREST BLVD. ' (1) ·
'SR 91 TPK RMP 93.5' (1) ·
'SR-15 Main St. ' (1) ·
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'.5mi East US1 Lakeworth ' (1) ·
'.7mi. E of Congress Ave. ' (1) ·
'0.03Mi E of NW 15TH AVE ' (1) ·
'0.3MI E OF CONGRESS ' (1) ·
'0.3MI N OF N. LAKE BLVD. ' (1) ·
'0.4 MI W of US-1 ' (1) ·
'0.4MI W OF HAVERHILL BLVD' (1) ·
'0.6Mi NORTH OF SR-804 ' (1) ·
'0.7MI S OF 45TH STREET ' (1) ·
'1 mile S of Linton Blvd ' (1) ·
'1.1 MI E OF JOG ROAD ' (1) ·
'1.1 mi. N of Broward line' (1) ·
'1.1Mi W of Miltiary Trail' (1) ·
'1.1mil N. of Broward line' (1) ·
'1.3 Mi. North of CR-606 ' (1) ·
'1.3mi. South of Linton ' (1) ·
'130ft. S of Aviation Blvd' (1) ·
'1st overpass east of I-95' (1) ·
'2.0 Miles N of SR-806 ' (1) ·
'2MI E of SR-76 ' (1) ·
'At CR-615 (66th Ave.) ' (1) ·
'At East Canal St. ' (1) ·
'Atlantic Ave./Fl. Tpk. ' (1) ·
'Benoist Farms Rd at SR-80' (1) ·
'Between SR704 and 12th St' (1) ·
'Boca Raton ' (1) ·
'Inter 66th Ave/College Ln' (1) ·
'LAKE WORTH INTERCHANGE ' (1) ·
'S SIDE OF RCA/MONET ROAD ' (1) ·
'SR-507 over Crane Creek ' (1) ·
'US-1 - FECRR ' (1)
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Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. (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)
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6940 (1)
Showing below up to 31 results in range #1 to #31.