Drilldown: bridge data
From Indian River Lagoon Project
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'I 95 NB ' (1) ·
'I 95 SB ' (1) ·
'I-95 ' (1) ·
'I-95 SB ' (1) ·
'Minton Road CR-509' (1) ·
'SR 91 TPK RMP 76.3' (1) ·
'SR-91 NB TPK 150.7' (1) ·
'SR91 N/S TPK 92.1 ' (1) ·
'SR91 NB TPK 178.03' (1) ·
'SR91 NB TPK 180.16' (1) ·
'SR91 NB TPK 189.1 ' (1) ·
'SR91 SB TPK 180.16' (1) ·
'SR91 SB TPK 189.1 ' (1) ·
'US-1 ' (1) ·
'W. CAMINO REAL ' (1)
700006 (1) ·
700102 (1) ·
700156 (1) ·
704075 (1) ·
880059 (1) ·
880060 (1) ·
880066 (1) ·
880067 (1) ·
880068 (1) ·
930187 (1) ·
930188 (1) ·
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930223 (1) ·
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934406 (1) ·
940076 (1)
'0.37MI N OF SR-712 ' (1) ·
'1.1 mi. N of Broward line' (1) ·
'1.1mil N. of Broward line' (1) ·
'1.2 MI NO OF LANTANA RD ' (1) ·
'1.4 MI S OF OSCEOLA CNTY ' (1) ·
'13 MI S OF SR 60 ' (1) ·
'13 MI SOUTH OF SR 60 ' (1) ·
'15 MI SOUTH OF SR 60 ' (1) ·
'2.4 mi S of SR-9 ' (1) ·
'AT BOCA RATON INTERCHANGE' (1) ·
'AT SR-809 / WCAMINOREA ' (1) ·
'Boca Raton ' (1) ·
'I-95 SB - CR-5A ' (1) ·
'US-1 - Crane Cr & City St' (1) ·
I-95 NB and CR-5A (1)
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)
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)
136198 (1) ·
177838 (1) ·
18218 (1) ·
18391 (1) ·
19426 (1) ·
28194 (1) ·
28350 (1) ·
34960 (1) ·
62460 (1)
Showing below up to 16 results in range #1 to #16.
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