Drilldown: bridge data
From Indian River Lagoon Project
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- Event (169)
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- Waterbody (27)
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- bridge data (1468)
- definition (254)
- fips (487)
- repository (98)
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Use the filters below to narrow your results.
'6th Avenue South ' (1) ·
'C-18 Canal ' (1) ·
'CR 702 45th Street ' (1) ·
'E-1 CANAL ' (1) ·
'E-3 Canal ' (1) ·
'El Rio Canal (E-4) ' (1) ·
'LATERAL CANAL #45 ' (1) ·
'LATERAL CANAL L-5 ' (1) ·
'Northlake Blvd. ' (1) ·
'SR 60 ' (1) ·
'SR 708 (Blue Heron Blvd)' (1) ·
'SR 804 BOYNTON BCH BLVD ' (1) ·
'SR 882 Forest Hill Blvd ' (1) ·
'WPB Drainage Canal ' (1)
880102 (1) ·
930015 (1) ·
930294 (1) ·
930325 (1) ·
930391 (1) ·
930412 (1) ·
930428 (1) ·
930447 (1) ·
930458 (1) ·
930516 (1) ·
930519 (1) ·
930520 (1) ·
930540 (1) ·
934924 (1)
'.5 mi East of I-95 ' (1) ·
'0.5 mile West of I-95 ' (1) ·
'0.76 MI SOUTH OF SR 80 ' (1) ·
'1 mi N Palm Bch Lake Blvd' (1) ·
'1.3mi South of 10th Ave N' (1) ·
'6.2 MILES SOUTH OF SR-802' (1) ·
'At Exit 74 ' (1) ·
'At Exit 76 ' (1) ·
'Between SR 710 and 786 ' (1) ·
'E Congress Ave. & W I-95 ' (1) ·
'I-95 / SR 882 ' (1) ·
'I-95 over SR-60 ' (1) ·
'PALMETTO PK RD US-441 SR7' (1) ·
'SR-91 OVER LAT CANAL 45 ' (1)
160500 (1) ·
213000 (1) ·
226000 (1) ·
232000 (1) ·
32500 (1) ·
43500 (1) ·
57500 (1) ·
62000 (1) ·
65500 (1) ·
77000 (1) ·
90900 (1) ·
98900 (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)
107570 (1) ·
113642 (1) ·
133595 (1) ·
157712 (1) ·
171592 (1) ·
278468 (1) ·
369555 (1) ·
392110 (1) ·
402520 (1) ·
51387 (1) ·
75473 (1) ·
99763 (1)
Showing below up to 14 results in range #1 to #14.
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