Drilldown: bridge data
From Indian River Lagoon Project
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'LWDD LAT. 38 CANAL ' (1) ·
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'SR 811 & FEC RR ' (1) ·
'SR-421 ' (1) ·
'SR91 TPK (JUPITER INT) ' (1) ·
'ST LUCIE CANAL ' (1) ·
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Lake Washington Road (1)
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'LYONS ROAD ' (1) ·
'Old Boynton Road ' (1) ·
'Orange camp Rd. ' (1) ·
'SR 400 EB ' (1) ·
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'SR-91 TPK NB 131.0' (1) ·
'SR91 NB TPK 116.3 ' (1) ·
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'.5mi E. of Indian R Dr. ' (1) ·
'0.3 mi east of US 1 & PGA' (1) ·
'0.4Mi. East of Congress A' (1) ·
'1.0 Mi South of CR-827 ' (1) ·
'1.9 Mi E of US-441 ' (1) ·
'1.9 Miles East of US-441 ' (1) ·
'13.5 Mi S/O S/B E of US27' (1) ·
'1MI N OF CLINT MOORE RD ' (1) ·
'1st overpass east of I-95' (1) ·
'2.3mi N on Indian Lake Rd' (1) ·
'3.7 MI S. OF STUART INT. ' (1) ·
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I-95 SB -Lk Washington Rd (1)
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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 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)
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