Drilldown: bridge data
From Indian River Lagoon Project
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- Event (169)
- News Link (111)
- Organization (18)
- 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-51 Canal ' (1) ·
'C-54 Canal ' (1) ·
'FL. TURNPIKE ' (1) ·
'FLORIDA TURNPIKE ' (1) ·
'Gatlin Blvd ' (1) ·
'I-95 ' (1) ·
'Intracoastal Waterway ' (1) ·
'Maytown Rd. ' (1) ·
'Maytown Road ' (1) ·
'SR 710 & SCL RR ' (1) ·
'SR 804 BOYNTON BCH BLVD ' (1) ·
'SR 91 TPK ' (1) ·
'SR-404 ' (1) ·
'SR-91 (Fla's. Turnpike) ' (1) ·
'St. Johns River ' (1) ·
'Tillman Canal ' (1) ·
'WPB Canal (C-51) ' (1) ·
Tillman Canal (1)
'BELVEDERE ROAD ' (1) ·
'EBSR80 to SBSR807 ' (1) ·
'Forest Hill Blvd. ' (1) ·
'I-95 NB ' (1) ·
'I-95 SB ' (1) ·
'NB I-95 (SR-9) ' (1) ·
'Old Dixie Highway ' (1) ·
'PICOS RD 154.90 ' (1) ·
'SB I-95 (SR-9) ' (1) ·
'SR-50 EB ' (1) ·
'SR-50 WB ' (1) ·
'SR-507 NB ' (1) ·
'SR804 E Ocean Ave.' (1) ·
'SR91 N/S TPK 106.1' (1) ·
'SR91 N/S TPK 86.95' (1) ·
'US-1 NB ' (1) ·
'US-1 SB ' (1) ·
'YAMATO RD EB ' (1) ·
'YAMATO RD WB ' (1) ·
SR-507 SB (1)
700013 (1) ·
700075 (1) ·
700107 (1) ·
700141 (1) ·
700185 (1) ·
700190 (1) ·
700237 (1) ·
700238 (1) ·
790058 (1) ·
790059 (1) ·
790084 (1) ·
890122 (1) ·
930159 (1) ·
930370 (1) ·
930428 (1) ·
930446 (1) ·
930472 (1) ·
934282 (1) ·
934945 (1) ·
934946 (1) ·
940055 (1) ·
940108 (1) ·
940109 (1)
'0.5 MILE WEST OF JOG RD ' (1) ·
'1 Mile S of Boynton Inlet' (1) ·
'1.16 MI S OF SR-68 ' (1) ·
'1.5 Mi N/O SW Kanner Hwy ' (1) ·
'2.9MI W OF MILITARY TRAIL' (1) ·
'3.33 Miles S/O PGA BLVD ' (1) ·
'4.3 m N of Martin Co Line' (1) ·
'6.2 MILES SOUTH OF SR-802' (1) ·
'Buffer Preserve Drive ' (1) ·
'I-95 NB - Maytown Road ' (1) ·
'I-95 SB-Maytown Road ' (1) ·
'Just west of I-95 ' (1) ·
'Old Dixie Hwy over I-95 ' (1) ·
'SE quadrant PB Int Airprt' (1) ·
'SR-50 EB -St Johns River ' (1) ·
'SR-50 WB -St Johns River ' (1) ·
'SR-507 NB - Tillman Canal' (1) ·
'US-1 NB - SR-404 ' (1) ·
'US-1 SB - SR-404 ' (1) ·
SR-507 SB-Tillman Canal (1)
26233917 (1) ·
26233970 (1) ·
26313736 (1) ·
26314099 (1) ·
26391800 (1) ·
26403501 (1) ·
26413216 (1) ·
26474455 (1) ·
27073032 (1) ·
27155060 (1) ·
27155288 (1) ·
27255887 (1) ·
27493726 (1) ·
27493735 (1) ·
28004740 (1) ·
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28121720 (1) ·
28323696 (1) ·
28323763 (1) ·
28495879 (1) ·
28495944 (1) ·
29241357 (1)
80031431 (1) ·
80041600 (1) ·
80051470 (1) ·
80075399 (1) ·
80092158 (1) ·
80101583 (1) ·
80101586 (1) ·
80102132 (1) ·
80164549 (1) ·
80250650 (1) ·
80251811 (1) ·
80252110 (1) ·
80333220 (1) ·
80333306 (1) ·
80371970 (1) ·
80372030 (1) ·
80394197 (1) ·
80394266 (1) ·
80544266 (1) ·
80544355 (1) ·
80555809 (1) ·
80555859 (1) ·
81091867 (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) ·
No noticeable or noteworthy deficiencies which affect the condition of the channel. (1)
Bridge foundations (including piles) on dry land well above flood water elevations. (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 assessed or calculated scour condition. Scour is determined to be within the limits of footing or piles by assessment, 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)
Showing below up to 23 results in range #1 to #23.