Drilldown: bridge data
From Indian River Lagoon Project
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'4th St. and Canal D ' (1) ·
'90th Ave. ' (1) ·
'BOLLES CANAL (L-21) ' (1) ·
'BOYNTON CANAL ' (1) ·
'BRANCH OF ICWW ' (1) ·
'CR 512 (Fellsmere Rd.) ' (1) ·
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'LATERAL CANAL #30 ' (1) ·
'LWDD E-1 Canal ' (1) ·
'OKEECHOBEE RIM CANAL ' (1) ·
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'South Relief Canal ' (1) ·
'SR-46 ' (1) ·
'Turkey Creek ' (1) ·
Banana River Relief (1) ·
Horse Creek (1)
'21ST ST SW ' (1) ·
'61ST./PECAN GROVE ' (1) ·
'Atlantic Ave. ' (1) ·
'Boynton Beach Blvd' (1) ·
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'I-95 ' (1) ·
'Indian Lake Road ' (1) ·
'Indiantown Road ' (1) ·
'JOG ROAD ' (1) ·
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'Levee Road ' (1) ·
'PGA Blvd. (SR 786)' (1) ·
'SR 9 (I-95) ' (1) ·
'SR-808 Glades Road' (1) ·
'SR91 N/S TPK 83.91' (1) ·
'SR91 N/S TPK 87.74' (1) ·
'US-1 ' (1) ·
'US-1 (SR-5) ' (1) ·
'US-27 (SR-25) ' (1) ·
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SR-520 (1) ·
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'.2MI E OF HOMEWOOD ROAD ' (1) ·
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'1.9 MI WEST OF SR-715 ' (1) ·
'13.5 Mi S/O S/B E of US27' (1) ·
'2.0 mi S of SR-60 ' (1) ·
'2.12 MI NORTH OF SR-806 ' (1) ·
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'33FT E OF CR-611 43RD AVE' (1) ·
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'AT CR-615 (66TH AVE.) ' (1) ·
'Boynton Bch Blvd at SR-7 ' (1) ·
'CR-516 over I-95 ' (1) ·
'East of SR 7 on SR 806 ' (1) ·
'Glades Rd. & Turnpike ' (1) ·
'I-95 over SR-46 ' (1) ·
'INSIDE RIVERSIDE PARK ' (1) ·
'Tpk/PGA Blvd interchange ' (1) ·
'US-1 over Turkey Creek ' (1) ·
'US-27 OVER BOLLES CANAL ' (1) ·
SR-520 - Banana River (1) ·
US-1 over Horse Creek (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) ·
No noticeable or noteworthy deficiencies which affect the condition of the channel. (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 assessed or calculated scour condition. Scour is determined to be within the limits of footing or piles by assessment, 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 29 results in range #1 to #29.
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