Drilldown: bridge data
From Indian River Lagoon Project
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'CR709 GLADES RD & FEC RR' (1) ·
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'Lake Worth Creek Canal ' (1) ·
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'St Johns River Relief ' (1) ·
'St. Johns River ' (1) ·
'Ten Mile Creek ' (1) ·
'US-1 ' (1) ·
'US-1 & FECRR ' (1)
'AUSTRALIAN AVE NB ' (1) ·
'AUSTRALIAN AVE SB ' (1) ·
'CR-92 EB ' (1) ·
'CR-92 WB ' (1) ·
'EB North Lake Blvd' (1) ·
'I-4 EB ' (1) ·
'I-4 WB ' (1) ·
'SB SR 5 (US-1) ' (1) ·
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'SR-472 EB ' (1) ·
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'SR-91 NB TPK 150.7' (1) ·
'SR70 WB Okeechobee' (1) ·
'SR91 NB TPK 142.2 ' (1) ·
'SR91 SB TPK 142.2 ' (1) ·
'SR91 SB TPK 150.7 ' (1) ·
'SW 18th STREET EB ' (1) ·
'US-192 EB ' (1) ·
'VILLAGE BLVD (SB) ' (1) ·
'WB N. Lake Blvd. ' (1) ·
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'0.37MI N OF SR-712 ' (1) ·
'0.4 Mi West of US 17-92 ' (1) ·
'0.4 Mile West of US 17-92' (1) ·
'0.5MI EAST OF I-95 ' (1) ·
'03 mi N of SR 706 ' (1) ·
'1.2MI S PORT ST LUCIE BLV' (1) ·
'1.2MI S PORT ST LUCIE RMP' (1) ·
'1mi. W of US-1. ' (1) ·
'1mi. West of CR-613 ' (1) ·
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'2.6 MI SOUTH OF SR-70 ' (1) ·
'2Mi S of 45TH ST CR-702 ' (1) ·
'3.9 mi. W of FL Turnpike ' (1) ·
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'I-4 EB over I-95 ' (1) ·
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'SR-472 EB over I-4 ' (1) ·
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'SR-528 EB - US-1& FECRR ' (1) ·
'SR-528 WB - 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) ·
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 29 results in range #1 to #29.
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