Drilldown: bridge data
From Indian River Lagoon Project
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'BOYNTON CANAL ' (1) ·
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'CR 782 Linton Blvd ' (1) ·
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'SR 710 & SCL RR ' (1) ·
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'SR802 Lake Worth Rd ' (1) ·
'SR91 TPK (JUPITER INT) ' (1) ·
'Tide Relief Canal ' (1)
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'SR91 N/S TPK 103.1' (1) ·
'SR91 N/S TPK 106.1' (1) ·
'SR91 N/S TPK 115.5' (1) ·
'SR91 N/S TPK 117.5' (1) ·
'SR91 N/S TPK 92.1 ' (1) ·
'SR91 NB TPK 116.3 ' (1) ·
'SR91 NB TPK 91.26 ' (1) ·
'Stribling Way ' (1) ·
'WB Blue Heron Blvd' (1) ·
'WB SR 706 ' (1) ·
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'.2mi East of US-27 ' (1) ·
'0.14MI N of Indiantown Rd' (1) ·
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'0.8Mi W OF MILITARY TRAIL' (1) ·
'0.9MI W OF MILITARY TRAIL' (1) ·
'1 Mile East of I-95 ' (1) ·
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'1.0MI SOUTH OF SR-706 ' (1) ·
'1.2 MI NO OF LANTANA RD ' (1) ·
'1.5 miles South of SR 806' (1) ·
'1.9 Mi E of US-441 ' (1) ·
'1.9 Miles East of US-441 ' (1) ·
'1Mi E of CR809/Military T' (1) ·
'1MI N OF CLINT MOORE RD ' (1) ·
'1mi. N of North Lake Blvd' (1) ·
'1st overpass east of I-95' (1) ·
'2 mi. N of Lantana Rd ' (1) ·
'2 mi. North of Lantana Rd' (1) ·
'2.1 M S OF LAKEWORTH INTR' (1) ·
'3.0 MI NORTH OF SR-704 ' (1) ·
'3.33 Miles S/O PGA BLVD ' (1) ·
'4.1Mi W OF SR-80 ' (1) ·
'A1A on Singer Island ' (1) ·
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'E Congress Ave & N SR 806' (1) ·
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'Indiantown Rd./ICW ' (1) ·
'Indiantown Rd/ ICW ' (1) ·
'SR 706 to I 95 Ramp ' (1) ·
'SR 91 at Jupiter Interch ' (1) ·
'StriblingWay ovr E-1canal' (1)
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85750 (1) ·
9000 (1) ·
9700 (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)
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