Drilldown: bridge data
From Indian River Lagoon Project
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Use the filters below to narrow your results.
'6th Avenue South ' (1) ·
'F.E.C. Railroad ' (1) ·
'FECRR ' (1) ·
'IWW Halifax River ' (1) ·
'L-5 Canal ' (1) ·
'Lake Ashby Canal ' (1) ·
'LWDD C-17 CANAL ' (1) ·
'Palm Beach Canal C-51 ' (1) ·
'Rim Ditch Canal C-24 ' (1) ·
'Spruce Creek ' (1) ·
'SR 806 (Atlantic Ave.) ' (1) ·
'SR 806 W Atlantic Avenue' (1) ·
'SR 91 TPK ' (1) ·
'Tillman Canal ' (1) ·
'W Camino Real ' (1) ·
'W. Camino Real ' (1)
'CR-4009 ' (1) ·
'HOOD RD 110.944 ' (1) ·
'I 95 NB ' (1) ·
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'Levee Road ' (1) ·
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'N. LAKE BLVD EB ' (1) ·
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'NB I-95 (SR 9) ' (1) ·
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'Robt J Conla Bl WB' (1) ·
'SR-415 ' (1) ·
'SR-5/S. Olive Ave.' (1) ·
'SR-A1A ' (1) ·
'SR70 EB Okeechobee' (1) ·
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'US-1 SB ' (1)
704075 (1) ·
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940136 (1) ·
940157 (1)
'.5mi East US1 Lakeworth ' (1) ·
'0.8MI E OF I-95 ' (1) ·
'0.8MI EAST OF I-95 ' (1) ·
'1 Mi So. of SR-421 ' (1) ·
'1.1 mi. N of Broward line' (1) ·
'1.1mil N. of Broward line' (1) ·
'1.35 mi North of SR-516 ' (1) ·
'1.3mi South of 10th Ave N' (1) ·
'1.8 MI N OF PGA BLV/SR786' (1) ·
'14.8 Mi West of US-27 ' (1) ·
'1mi. West of CR-613 ' (1) ·
'2.4 mi S of SR-9 ' (1) ·
'I-95 SR 806 interchange ' (1) ·
'I-95/SR 806 interchange ' (1) ·
'SR-415 - Lake Ashby Canal' (1) ·
'SR-A1A over Halifax River' (1) ·
'US-1 SB over FECRR ' (1)
102500 (1) ·
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11700 (1) ·
16747 (1) ·
1800 (1) ·
232000 (1) ·
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3250 (1) ·
4 (1) ·
55500 (1) ·
6193 (1) ·
6700 (1) ·
6724 (1) ·
7000 (1) ·
7263 (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)
10250 (1) ·
11624 (1) ·
177838 (1) ·
181308 (1) ·
19426 (1) ·
20300 (1) ·
3123 (1) ·
402520 (1) ·
52918 (1) ·
5639 (1) ·
6 (1) ·
7157 (1) ·
7800 (1) ·
8788 (1) ·
96292 (1)
Showing below up to 19 results in range #1 to #19.
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