Drilldown: bridge data
From Indian River Lagoon Project
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12133 (1) ·
12166 (1) ·
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'C-17 Canal ' (1) ·
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Sottile Canal (1)
'16TH ST ' (1) ·
'CR-611 43RD AVE. ' (1) ·
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'EB Blue Heron Blvd' (1) ·
'EB Lake Worth Rd. ' (1) ·
'EB North Lake Blvd' (1) ·
'EB PGA Blvd. ' (1) ·
'EB Prt St Lucie Bd' (1) ·
'EB St. Lucie Blvd.' (1) ·
'I-95 ' (1) ·
'I-95 NB ' (1) ·
'I-95 SB ' (1) ·
'JOG ROAD (NB) ' (1) ·
'LANTANA ROAD WB ' (1) ·
'N. LAKE BLVD WB ' (1) ·
'NB 1-95 (SR-9) ' (1) ·
'NB I-95 (SR-9) ' (1) ·
'PALM B LAKE BVD EB' (1) ·
'PALM B LAKE BVD WB' (1) ·
'S. VERDE TRAIL ' (1) ·
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I-95 (1)
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'.5 miles South of SR-70 ' (1) ·
'0.6 MI WEST OF I-95 ' (1) ·
'0.6MI S of SOUTHERN BLVD ' (1) ·
'0.6Mi W OF AUSTRALIAN AVE' (1) ·
'0.8MI E OF I-95 ' (1) ·
'1 Mile East of I-95 ' (1) ·
'1 Mile East of Jog Rd. ' (1) ·
'1.8mi. East of SR-91 ' (1) ·
'1000'W of SR5 & E ofSR811' (1) ·
'1mi. east of Jog Rd. ' (1) ·
'1mi. W of US-1. ' (1) ·
'1mi. West of US-1 ' (1) ·
'2.5 miles North of SR-706' (1) ·
'20ft. E of 58th Ave/CR613' (1) ·
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'2mi. East of SR-91 ' (1) ·
'ADJ. TO N. SIDE OF SR-880' (1) ·
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'I-95 NB - Tillman Canal ' (1) ·
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'I-95 SB- Tillman Canal ' (1) ·
I-95 NB - Sottile Canal (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 being eroded. River control devices and/or embankment have major damage. Trees and brush restrict 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) ·
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)
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 is scour critical; bridge foundations determined to be unstable for assessed or calculated scour conditions: Scour within limits of footing or piles. Scour below spread-footing base or pile tips. (1)
Showing below up to 27 results in range #1 to #27.
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