Drilldown: bridge data
From Indian River Lagoon Project
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'SR-91 TPK NS 81.77' (1) ·
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'SR91 N/S TPK 93.3 ' (1) ·
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'SR91 NB TPK 109.5 ' (1) ·
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'SR91 SB OFF RP81.9' (1) ·
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'SR91 SB TPK 143.3 ' (1) ·
'SR91 SB TPK 86.85 ' (1) ·
'SR91 SB TPK 87.213' (1) ·
'SR91 SB TPK 91.26 ' (1) ·
'SR91SB ON/OFF 76.4' (1) ·
'W/B S.R. 704 ' (1) ·
'West Farms Road ' (1)
884067 (1) ·
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'0.1 MI West of SR-76 ' (1) ·
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'0.7 MI NORTH OF SR-804 ' (1) ·
'0.76 MI SOUTH OF SR 80 ' (1) ·
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'1.8 MI N OF PGA BLV/SR786' (1) ·
'2.0 MILES N OF SR 812 ' (1) ·
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'2.12 MI NORTH OF SR-806 ' (1) ·
'2.1MI S LAKEWORTH INTERCH' (1) ·
'2.6 MILES NORTH OF SR-710' (1) ·
'4.3 MI NORTH OF SR-802 ' (1) ·
'5.1 MI SOUTH OF SR-804 ' (1) ·
'56th Place North ' (1) ·
'6.2 MILES SOUTH OF SR-802' (1) ·
'7MI NORTH OF SR-60 ' (1) ·
'80ft. East of 66th Ave. ' (1) ·
'At 74th Avenue ' (1) ·
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'Between SRA1A&SR80 Cswys.' (1) ·
'BOCA RATON INTERCHNG #28 ' (1) ·
'Palm Beach Garden Interch' (1) ·
'SR 91 at Jupiter Interch ' (1) ·
'SR-710 TPK Interchange ' (1) ·
'SR-91 FL TPK OVER SR-808 ' (1)
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0 (1) ·
101 (1) ·
106800 (1) ·
12750 (1) ·
13600 (1) ·
150 (1) ·
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18700 (1) ·
20150 (1) ·
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3000 (1) ·
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90900 (1) ·
910 (1) ·
9350 (1) ·
9500 (1) ·
98900 (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)
1000 (1) ·
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150 (1) ·
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580 (1) ·
625 (1) ·
68099 (1) ·
77034 (1) ·
82412 (1)
Showing below up to 39 results in range #1 to #39.
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