Drilldown: bridge data
From Indian River Lagoon Project
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Use the filters below to narrow your results.
'BOYNTON CANAL ' (1) ·
'CANAL E-2-E(BOYN BC INT)' (1) ·
'CANAL E-2-W(BOYN BC INT)' (1) ·
'DRAINAGE CANAL ' (1) ·
'E-2W CANAL ' (1) ·
'HUNGRYLAND CANAL C-18 ' (1) ·
'LAT CANL #45(GLADES INT)' (1) ·
'LATERAL CANAL #30 ' (1) ·
'LATERAL CANAL #38 ' (1) ·
'LATERAL CANAL #45 ' (1) ·
'LATERAL CANAL L-5 ' (1)
'SR 91 TPK 79.75 ' (1) ·
'SR 91 TPK RMP 76.3' (1) ·
'SR91 N/S TPK 115.5' (1) ·
'SR91 N/S TPK 76.17' (1) ·
'SR91 N/S TPK 83.91' (1) ·
'SR91 N/S TPK 87.74' (1) ·
'SR91 N/S TPK 96.55' (1) ·
'SR91 NB TPK 86.69 ' (1) ·
'SR91 NB TPK 86.88 ' (1) ·
'SR91 SB OFF RP81.9' (1) ·
'SR91 SB ON RP 81.9' (1) ·
'SR91 SB TPK 86.85 ' (1) ·
'SR91 SB TPK 87.213' (1) ·
'SR91SB ON/OFF 98.0' (1)
930215 (1) ·
930239 (1) ·
930333 (1) ·
930412 (1) ·
930429 (1) ·
930430 (1) ·
930431 (1) ·
930432 (1) ·
930447 (1) ·
931005 (1) ·
931007 (1) ·
931008 (1) ·
931009 (1) ·
931010 (1)
'0.25 MI N OF ATLANTIC AVE' (1) ·
'0.7 MI NORTH OF SR-804 ' (1) ·
'0.76 MI SOUTH OF SR 80 ' (1) ·
'1.0MI SOUTH OF SR-706 ' (1) ·
'2.0 MI SOUTH OF SR-806 ' (1) ·
'2.12 MI NORTH OF SR-806 ' (1) ·
'500' N OF SR-80 (S.BLVD) ' (1) ·
'6.2 MILES SOUTH OF SR-802' (1) ·
'AT BOCA RATON INTERCHANGE' (1) ·
'SR-91 OVER LAT CANAL 45 ' (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) ·
No noticeable or noteworthy deficiencies which affect the condition of the channel. (1)
Deterioration or initial disintegration, minor chloride contamination, cracking with some leaching, or spalls on concrete or masonry walls and slabs. Local minor scouring at curtain walls, wingwalls or pipes. Metal culverts have a smooth curvature, non-symmetrical shape, significant corrosion or moderate pitting. (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)
11538 (1) ·
12666 (1) ·
133595 (1) ·
136198 (1) ·
157712 (1) ·
16222 (1) ·
171592 (1) ·
18218 (1) ·
5205 (1) ·
5552 (1) ·
82412 (1)
Showing below up to 14 results in range #1 to #14.
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