Drilldown: bridge data
From Indian River Lagoon Project
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Use the filters below to narrow your results.
'CAMINO GARDENS BL ' (1) ·
'CAMINO GARDENS BLV' (1) ·
'CAMINO GARDENS WB ' (1) ·
'CAMINO REAL ' (1) ·
'CYPRESS WAY ' (1) ·
'DATE PALM RD ' (1) ·
'NW 13 ST ' (1) ·
'NW 20TH ST WB ' (1) ·
'NW 20TH ST. EB ' (1) ·
'PALMETTO PARK ROAD' (1) ·
'SR 91 TPK RMP 76.3' (1) ·
'SR91 N/S TPK 75.92' (1) ·
'SR91 N/S TPK 76.17' (1) ·
'SW 18TH ST ' (1)
930333 (1) ·
930412 (1) ·
930416 (1) ·
934420 (1) ·
934421 (1) ·
934908 (1) ·
934960 (1) ·
935201 (1) ·
935204 (1) ·
935205 (1) ·
935206 (1) ·
935207 (1) ·
935210 (1) ·
935215 (1) ·
935218 (1)
'0.03Mi E of CYPRESS WAY ' (1) ·
'0.03Mi E of NW 15TH AVE ' (1) ·
'0.1MI E of SW 9TH AVE ' (1) ·
'0.1MI S of CAMINO GARDEN ' (1) ·
'0.2 MILE E OF SW 9TH AVE ' (1) ·
'0.2MI S of CAMINO GARDEN ' (1) ·
'0.3MI W OF OLD DIXIE HWY.' (1) ·
'0.4 MI W of US-1 ' (1) ·
'0.4 MILE S OF ROYAL PALM ' (1) ·
'0.5MI W of N DIXIE HWY ' (1) ·
'0.5MI W of N DIXIE HIGHWY' (1) ·
'0.8 MILE EAST OF US-1 ' (1) ·
'AT BOCA RATON INTERCHANGE' (1) ·
'SR-91 FL TPK OVER SR-808 ' (1) ·
'SR-91 OVER LAT CANAL 45 ' (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 is scour critical; bridge foundations determined to be unstable for assessed or calculated scour conditions: Scour within limits of footing or piles. Scour below spread-footing base or pile tips. (1) ·
Bridge not over waterway. (1)
10410 (1) ·
1562 (1) ·
15789 (1) ·
16482 (1) ·
171592 (1) ·
18218 (1) ·
185298 (1) ·
2000 (1) ·
20820 (1) ·
208200 (1) ·
20994 (1) ·
21372 (1) ·
6940 (1) ·
7636 (1)
Showing below up to 15 results in range #1 to #15.
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