Drilldown: bridge data
From Indian River Lagoon Project
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15609 (1) ·
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'90th Ave. ' (1) ·
'BOYNTON CANAL ' (1) ·
'C-17 Canal ' (1) ·
'Canal L-14 ' (1) ·
'CSX Railroad ' (1) ·
'E-1 Canal ' (1) ·
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'Haverhill Rd. & U Turns ' (1) ·
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'LATERAL CANAL #30 ' (1) ·
'LOXAHATCHEE RIVER ' (1) ·
'LWDD E-1 Canal ' (1) ·
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'SR 802 LAKE WORTH RD ' (1) ·
'SR 808 GLADES RD ' (1) ·
'SR 809 (Military Trail) ' (1) ·
'SR-40 ' (1) ·
'SR-46 ' (1) ·
'US 98-SR 80-WPB Canal ' (1) ·
'US-192 ' (1)
'Atlantic Ave. ' (1) ·
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'Linton Blvd. ' (1) ·
'Peninsula Corp Dr ' (1) ·
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'SR 80-Southern Bvd' (1) ·
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'SR 9 (I-95) ' (1) ·
'SR-91TPK NBSB 97.4' (1) ·
'SR91 N/S TPK 75.92' (1) ·
'SR91 N/S TPK 83.91' (1) ·
'SR91 N/S TPK 87.74' (1) ·
'SR91 N/S TPK 93.3 ' (1) ·
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'0.1Mi. E of Bayshore Blvd' (1) ·
'0.25mi. east of I-95 ' (1) ·
'0.5 Mile West of I-95 ' (1) ·
'0.5Mi South of 6th Ave S ' (1) ·
'0.5Mi W of MILITARY TRAIL' (1) ·
'0.7 MI NORTH OF SR-804 ' (1) ·
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'1.3 mile S of Linton Rd. ' (1) ·
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'2.12 MI NORTH OF SR-806 ' (1) ·
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'I 95 Exit 56 ' (1) ·
'I-95 over SR-40 ' (1) ·
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'I-95 over US-192 ' (1) ·
'North of P. Beach Airport' (1) ·
'SR-91 FL TPK OVER SR-808 ' (1) ·
'SW quadrant PB Int Airprt' (1)
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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)
114510 (1) ·
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36435 (1) ·
47712 (1) ·
48823 (1) ·
58990 (1) ·
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75473 (1)
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