Drilldown: bridge data
From Indian River Lagoon Project
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- Event (169)
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- definition (254)
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Use the filters below to narrow your results.
'CR 812 LANTANA RD ' (1) ·
'DRAINAGE CANAL ' (1) ·
'HUNGRYLAND CANAL C-18 ' (1) ·
'LAT CANAL (LK WORTH INT)' (1) ·
'LATERAL CANAL L-5 ' (1) ·
'LOXAHATCHEE CREEK ' (1) ·
'LOXAHATCHEE WPB CANAL ' (1) ·
'SR 710 & SCL RR ' (1) ·
'SR 802 LAKE WORTH RD ' (1) ·
'SR 91 TPK ' (1) ·
'SR 91 TPK(OKEECH BV INT)' (1) ·
'SR-91 N/S TPK ' (1) ·
'SR91 TPK (JUPITER INT) ' (1) ·
'US 98-SR 80-WPB Canal ' (1)
'DNLD RS RD E 112.2' (1) ·
'DNLD RS RD W 112.2' (1) ·
'HOOD RD 110.944 ' (1) ·
'SR 91 TPK RMP 93.5' (1) ·
'SR-91TPK NBSB 97.4' (1) ·
'SR91 N/S TPK 103.1' (1) ·
'SR91 N/S TPK 106.1' (1) ·
'SR91 N/S TPK 107.8' (1) ·
'SR91 N/S TPK 115.5' (1) ·
'SR91 N/S TPK 117.5' (1) ·
'SR91 N/S TPK 93.3 ' (1) ·
'SR91 N/S TPK 96.55' (1) ·
'SR91 NB TPK 116.3 ' (1) ·
'SR91 NB TPK 91.26 ' (1) ·
'SR91 On/Off Rmp106' (1) ·
'SR91 SB TPK 100.15' (1) ·
'SR91 SB TPK 91.26 ' (1) ·
'SR91SB ON/OFF 98.0' (1)
930142 (1) ·
930146 (1) ·
930159 (1) ·
930235 (1) ·
930239 (1) ·
930241 (1) ·
930334 (1) ·
930381 (1) ·
930419 (1) ·
930441 (1) ·
930447 (1) ·
931001 (1) ·
931002 (1) ·
931003 (1) ·
931004 (1) ·
931005 (1) ·
931011 (1) ·
931012 (1)
'0.2 MI S OF MARTIN CO LIN' (1) ·
'0.6 MI N OF NO LAKE BLVD ' (1) ·
'0.76 MI SOUTH OF SR 80 ' (1) ·
'1.0MI SOUTH OF SR-706 ' (1) ·
'1.8 MI N OF PGA BLV/SR786' (1) ·
'2.0 MILES N OF SR 812 ' (1) ·
'2.1 M S OF LAKEWORTH INTR' (1) ·
'2.1MI S LAKEWORTH INTERCH' (1) ·
'3 MI NORTH OF PGA BLVD ' (1) ·
'3.0 MI NORTH OF SR-704 ' (1) ·
'3.33 Miles S/O PGA BLVD ' (1) ·
'4.3 MI NORTH OF SR-802 ' (1) ·
'500' N OF SR-80 (S.BLVD) ' (1) ·
'LAKE WORTH INTERCHANGE ' (1) ·
'N.OF PGA BLVD S.JUPITER ' (1) ·
'SR 91 at Jupiter Interch ' (1) ·
'SR-710 TPK Interchange ' (1) ·
'WEST PALM BEACH INTERCH. ' (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)
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) ·
Shrinkage cracks, light scaling and insignificant spalling which does not expose reinforcing steel. Insignificant damage caused by drift with no misalignment and not requiring corrective action. Some minor scouring has occured near curtain walls, wingwalls or pipes. Metal culverts have a smooth symmetrical curvature with superficial corrosion and no pitting. (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)
10250 (1) ·
103753 (1) ·
10844 (1) ·
11538 (1) ·
119194 (1) ·
133595 (1) ·
136198 (1) ·
14314 (1) ·
23596 (1) ·
68099 (1) ·
77034 (1) ·
82412 (1) ·
8415 (1)
Showing below up to 18 results in range #1 to #18.
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