Drilldown: bridge data
From Indian River Lagoon Project
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- Event (169)
- News Link (111)
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- Waterbody (27)
- bridge (13)
- bridge data (1468)
- definition (254)
- fips (487)
- repository (98)
- timeline (19)
- weblink (123)
Use the filters below to narrow your results.
'6th Avenue South ' (1) ·
'CANAL E-4 ' (1) ·
'E3 CANAL ' (1) ·
'E3-canal ' (1) ·
'EL RIO CANAL ' (1) ·
'Hillsboro Canal L14 ' (1) ·
'Lateral A Canal ' (1) ·
'LWDD C-16 CANAL ' (1) ·
'LWDD E 3-1/2 CANAL ' (1) ·
'LWDD E-3 CANAL ' (1) ·
'M CANAL ' (1) ·
'Main Relief Canal ' (1) ·
'Northlake Blvd. ' (1) ·
'RCA CANAL ' (1) ·
'SR 882 Forest Hill Blvd ' (1) ·
'SR-507 ' (1) ·
'WPB Drainage Canal ' (1)
700186 (1) ·
884077 (1) ·
884093 (1) ·
930294 (1) ·
930338 (1) ·
930458 (1) ·
930516 (1) ·
930540 (1) ·
934139 (1) ·
934228 (1) ·
934258 (1) ·
934361 (1) ·
934499 (1) ·
934960 (1) ·
934964 (1) ·
934965 (1) ·
935215 (1)
'0.03Mi E of NW 15TH AVE ' (1) ·
'0.3MI E OF CONGRESS ' (1) ·
'0.4 MI W of US-1 ' (1) ·
'0.4MI W OF HAVERHILL BLVD' (1) ·
'0.6Mi NORTH OF SR-804 ' (1) ·
'0.7MI S OF 45TH STREET ' (1) ·
'1 mi N Palm Bch Lake Blvd' (1) ·
'1.1 MI E OF JOG ROAD ' (1) ·
'1.1Mi W of Miltiary Trail' (1) ·
'1.3mi South of 10th Ave N' (1) ·
'130ft. S of Aviation Blvd' (1) ·
'At CR-615 (66th Ave.) ' (1) ·
'At East Canal St. ' (1) ·
'Between SR 710 and 786 ' (1) ·
'I-95 / SR 882 ' (1) ·
'S SIDE OF RCA/MONET ROAD ' (1) ·
'SR-507 over Crane Creek ' (1)
1000 (1) ·
10900 (1) ·
111000 (1) ·
11900 (1) ·
12100 (1) ·
14600 (1) ·
160500 (1) ·
17300 (1) ·
18000 (1) ·
18800 (1) ·
21000 (1) ·
213000 (1) ·
226000 (1) ·
232000 (1) ·
27000 (1) ·
3000 (1) ·
9100 (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)
15789 (1) ·
18912 (1) ·
192590 (1) ·
2020 (1) ·
20647 (1) ·
20994 (1) ·
25331 (1) ·
278468 (1) ·
30015 (1) ·
31230 (1) ·
32618 (1) ·
36435 (1) ·
369555 (1) ·
392110 (1) ·
402520 (1) ·
46845 (1) ·
6940 (1)
Showing below up to 17 results in range #1 to #17.
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