Drilldown: bridge data
From Indian River Lagoon Project
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'ANGLE RD & BELCHER CANAL' (1) ·
'CANAL L-20 ' (1) ·
'COUNTY LINE CANAL C-23 ' (1) ·
'CR709 GLADES RD & FEC RR' (1) ·
'LAT CANL #45(GLADES INT)' (1) ·
'LATERAL CANAL #38 ' (1) ·
'LATERAL CANAL #45 ' (1) ·
'OUTFALL CANAL ' (1) ·
'OUTFALL SLOUGH ' (1) ·
'RIM DITCH CANAL C-24 ' (1) ·
'SR 710 & SCL RR ' (1) ·
'SR 804 BOYNTON BCH BLVD ' (1) ·
'SR 91 TPK ' (1) ·
'SR 91 TPK(FT PIERCE INT)' (1) ·
'SR 91 TPK(OKEECH BV INT)' (1) ·
'TEN MILE CREEK ' (1)
'DNLD RS RD E 112.2' (1) ·
'DNLD RS RD W 112.2' (1) ·
'SR 91 TPK 79.75 ' (1) ·
'SR 91 TPK RMP 76.3' (1) ·
'SR-91 NB TPK 150.7' (1) ·
'SR91 N/S TPK 106.1' (1) ·
'SR91 N/S TPK 138.1' (1) ·
'SR91 N/S TPK 152.5' (1) ·
'SR91 N/S TPK 76.17' (1) ·
'SR91 N/S TPK 86.95' (1) ·
'SR91 N/S TPK 92.1 ' (1) ·
'SR91 NB TPK 142.2 ' (1) ·
'SR91 NB TPK 157.9 ' (1) ·
'SR91 NB TPK 158.6 ' (1) ·
'SR91 NB TPK 175.4 ' (1) ·
'SR91 NB TPK 178.03' (1) ·
'SR91 NB TPK 180.16' (1) ·
'SR91 SB TPK 100.15' (1) ·
'SR91 SB TPK 150.7 ' (1) ·
'SR91 SB TPK 152.9 ' (1) ·
'SR91 SB TPK 157.9 ' (1) ·
'SR91 SB TPK 158.6 ' (1) ·
'SR91 SB TPK 175.4 ' (1) ·
'SR91 SB TPK 178.03' (1) ·
'SR91 SB TPK 180.16' (1)
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'0.37MI N OF SR-712 ' (1) ·
'0.5 MI SOUTH OF SR-70 ' (1) ·
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'1.83 MILES N OF SR-68 ' (1) ·
'13 MI S OF SR 60 ' (1) ·
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'2.0 MI SOUTH OF SR-806 ' (1) ·
'2.5 MI NORTH OF SR-68 ' (1) ·
'2.53 MI NORTH OF SR-68 ' (1) ·
'2.6 MI SOUTH OF SR-70 ' (1) ·
'3 MI NORTH OF PGA BLVD ' (1) ·
'3.33 Miles S/O PGA BLVD ' (1) ·
'3.4MI NORTH OF SR-714 ' (1) ·
'6.2 MILES SOUTH OF SR-802' (1) ·
'AT BOCA RATON INTERCHANGE' (1) ·
'FT PIERCE INTERCHANGE ' (1) ·
'N.OF PGA BLVD S.JUPITER ' (1) ·
'SR-91 OVER LAT CANAL 45 ' (1) ·
'WEST PALM BEACH INTERCH. ' (1)
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80454647 (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)
119194 (1) ·
136198 (1) ·
157712 (1) ·
171592 (1) ·
18218 (1) ·
28194 (1) ·
29707 (1) ·
34960 (1) ·
42189 (1) ·
4511 (1) ·
69920 (1) ·
80851 (1) ·
82412 (1) ·
8415 (1)
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