Drilldown: bridge data
From Indian River Lagoon Project
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'BESSEY CREEK ' (1) ·
'COUNTY LINE CANAL C-23 ' (1) ·
'CR 812 LANTANA RD ' (1) ·
'CR709 GLADES RD & FEC RR' (1) ·
'CYPRESS CREEK #2 ' (1) ·
'HUNGRYLAND CANAL C-18 ' (1) ·
'LAT CANAL (LK WORTH INT)' (1) ·
'LATERAL CANAL L-5 ' (1) ·
'LOXAHATCHEE CREEK ' (1) ·
'LOXAHATCHEE WPB CANAL ' (1) ·
'PHIPP CANAL ' (1) ·
'RIM DITCH CANAL C-24 ' (1) ·
'SR 70 ' (1) ·
'SR 710 & SCL RR ' (1) ·
'SR 802 LAKE WORTH RD ' (1) ·
'SR 91 TPK ' (1) ·
'SR 91 TPK (ST LUCIE INT)' (1) ·
'SR 91 TPK (STUART INT) ' (1) ·
'SR 91 TPK(FT PIERCE INT)' (1) ·
'SR 91 TPK(OKEECH BV INT)' (1) ·
'SR-91 N/S TPK ' (1) ·
'SR91 TPK (JUPITER INT) ' (1) ·
'ST LUCIE CANAL ' (1) ·
'TEN MILE CREEK ' (1) ·
'US 98-SR 80-WPB Canal ' (1)
'DNLD RS RD E 112.2' (1) ·
'DNLD RS RD W 112.2' (1) ·
'SR 91 TPK RMP 93.5' (1) ·
'SR 91 TPK SB 131.0' (1) ·
'SR 91 TPK SB 153.2' (1) ·
'SR-91 NB TPK 150.7' (1) ·
'SR-91 TPK NB 131.0' (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 115.5' (1) ·
'SR91 N/S TPK 117.5' (1) ·
'SR91 N/S TPK 119.1' (1) ·
'SR91 N/S TPK 126.5' (1) ·
'SR91 N/S TPK 135.6' (1) ·
'SR91 N/S TPK 138.1' (1) ·
'SR91 N/S TPK 152.5' (1) ·
'SR91 N/S TPK 93.3 ' (1) ·
'SR91 N/S TPK 96.55' (1) ·
'SR91 NB TPK 116.3 ' (1) ·
'SR91 NB TPK 142.2 ' (1) ·
'SR91 NB TPK 153.1 ' (1) ·
'SR91 NB TPK 91.26 ' (1) ·
'SR91 On/Off Rmp106' (1) ·
'SR91 SB TPK 100.15' (1) ·
'SR91 SB TPK 134.32' (1) ·
'SR91 SB TPK 142.2 ' (1) ·
'SR91 SB TPK 143.3 ' (1) ·
'SR91 SB TPK 150.7 ' (1) ·
'SR91 SB TPK 152.9 ' (1) ·
'SR91 SB TPK 91.26 ' (1)
890066 (1) ·
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'0.2 MI N OF ST LUCIE BLVD' (1) ·
'0.2 MI S OF MARTIN CO LIN' (1) ·
'0.37MI N OF SR-712 ' (1) ·
'0.5 MI SOUTH OF SR-70 ' (1) ·
'0.76 MI SOUTH OF SR 80 ' (1) ·
'1.0MI NORTH OF SR-708 ' (1) ·
'1.0MI SOUTH OF SR-706 ' (1) ·
'1.2MI S PORT ST LUCIE BLV' (1) ·
'1.2MI S PORT ST LUCIE RMP' (1) ·
'1.3 MI N OF PLM BCH CO LI' (1) ·
'1.3 MI N OF STUART INTRCH' (1) ·
'2.0 MILES N OF SR 812 ' (1) ·
'2.1 M S OF LAKEWORTH INTR' (1) ·
'2.1MI S LAKEWORTH INTERCH' (1) ·
'2.6 MI SOUTH OF SR-70 ' (1) ·
'2.6 MILES NORTH OF SR-709' (1) ·
'2.6 MILES NORTH OF SR-710' (1) ·
'3 MI NORTH OF PGA BLVD ' (1) ·
'3.0 MI NORTH OF SR-704 ' (1) ·
'3.33 Miles S/O PGA BLVD ' (1) ·
'3.4MI NORTH OF SR-714 ' (1) ·
'3.7 MI S. OF STUART INT. ' (1) ·
'3.7MI S/O STUART INT. ' (1) ·
'4.3 MI NORTH OF SR-802 ' (1) ·
'FT PIERCE INTERCHANGE ' (1) ·
'LAKE WORTH INTERCHANGE ' (1) ·
'N.OF PGA BLVD S.JUPITER ' (1) ·
'SR 91 at Jupiter Interch ' (1) ·
'SR-710 TPK Interchange ' (1) ·
'STUART TPK INTERCHANGE ' (1) ·
'WEST PALM BEACH INTERCH. ' (1)
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80240727 (1)
Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and brush restrict the channel. (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)
Showing below up to 31 results in range #1 to #31.
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