Drilldown: bridge data
From Indian River Lagoon Project
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- Event (169)
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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.
'C-15 Canal ' (1) ·
'C-51 Canal ' (1) ·
'Canal ' (1) ·
'COUNTY LINE CANAL C-23 ' (1) ·
'FLORIDA TURNPIKE SR-91 ' (1) ·
'INTRACOASTAL WATERWAY ' (1) ·
'PARK LATERAL CANAL ' (1) ·
'RANGE LINE CANAL ' (1) ·
'SEBASTIAN RIVER PRONG ' (1) ·
'SR 710 and CSX RR ' (1) ·
'SR 794 Yamato Rd ' (1) ·
'SR 802 Lake Worth Rd ' (1) ·
'SR802 Lake Worth Rd ' (1) ·
'WARNER CREEK ' (1)
'97 TH STREET ' (1) ·
'CR-505 ROSELAND RD' (1) ·
'CR-508 (69TH ST.) ' (1) ·
'CR-723 ' (1) ·
'E. CAMINO REAL ' (1) ·
'EB PGA Blvd. ' (1) ·
'Haverhill Rd ' (1) ·
'I 95 NB ' (1) ·
'I 95 SB ' (1) ·
'I 95 SR 9 NB ' (1) ·
'I 95 SR 9 SB ' (1) ·
'JOG ROAD ' (1) ·
'NB I 95 SR 9 ' (1) ·
'SB I 95 SR 9 ' (1) ·
'SB I 95 SR 9 ' (1) ·
'SR91 N/S TPK 138.1' (1) ·
'US-92 ' (1) ·
'WB PGA Blvd. ' (1)
790114 (1) ·
884003 (1) ·
884019 (1) ·
884028 (1) ·
890009 (1) ·
890083 (1) ·
930106 (1) ·
930172 (1) ·
930173 (1) ·
930184 (1) ·
930189 (1) ·
930201 (1) ·
930261 (1) ·
930262 (1) ·
930349 (1) ·
934295 (1) ·
934297 (1) ·
934408 (1)
'0.4 Mi W of I-95 ' (1) ·
'0.6MI E OF US-1 ' (1) ·
'0.6Mi S of 707A ' (1) ·
'0.75 mile South of SR 708' (1) ·
'1 mile S of Linton Blvd ' (1) ·
'1.0M S OF OKEECHOBEE BLVD' (1) ·
'1.7MI N OF CR-512 ' (1) ·
'1000'W of SR5 & E ofSR811' (1) ·
'1MI W OF CR-615 ' (1) ·
'2 mi. N of Lantana Rd ' (1) ·
'2 mi. North of Lantana Rd' (1) ·
'3.4MI NORTH OF SR-714 ' (1) ·
'AT 141st ST ' (1) ·
'Just North of Exit 48 ' (1) ·
'Just South of Exit 48 ' (1) ·
'S of Southrn/Haverhll Int' (1)
101 (1) ·
101000 (1) ·
106500 (1) ·
116000 (1) ·
13888 (1) ·
20000 (1) ·
23000 (1) ·
32000 (1) ·
400 (1) ·
46600 (1) ·
5000 (1) ·
7400 (1) ·
90500 (1) ·
9200 (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)
126 (1) ·
12839 (1) ·
157018 (1) ·
15962 (1) ·
17360 (1) ·
175235 (1) ·
184778 (1) ·
201260 (1) ·
34700 (1) ·
39905 (1) ·
55520 (1) ·
6000 (1) ·
694 (1) ·
80851 (1)
Showing below up to 18 results in range #1 to #18.
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