Drilldown: bridge data
From Indian River Lagoon Project
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ObjectID:
17854 (1) ·
17885 (1) ·
17886 (1) ·
17891 (1) ·
17892 (1) ·
18728 (1) ·
18737 (1) ·
18738 (1) ·
18741 (1) ·
18742 (1) ·
18743 (1) ·
18744 (1) ·
18745 (1) ·
18746 (1) ·
18747 (1) ·
18763 (1) ·
18764 (1) ·
19179 (1) ·
19180 (1) ·
19207 (1) ·
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19226 (1) ·
19386 (1) ·
19387 (1) ·
19400 (1) ·
19403 (1) ·
19422 (1) ·
19423 (1) ·
19440 (1) ·
19441 (1) ·
19456 (1)
Status: (Click arrow to add another value)
Date:
County 003:
Place 004:
Route 005d:
Direction 005e:
Features 006a:
'Bear Wildlife Crossing ' (1) ·
'C-54 Canal ' (1) ·
'Cougar Wildlife Crossing' (1) ·
'Deer WIldlife Crossing ' (1) ·
'EB SR80 & C-51 Canal ' (1) ·
'Fellsmere Canal ' (1) ·
'G-370 East Inflow Canal ' (1) ·
'G-370 West Inflow Canal ' (1) ·
'I 95 & CSXRR & Canal ' (1) ·
'LATERAL A CANAL ' (1) ·
'Mercer Ave and CSX RR ' (1) ·
'Nova Canal ' (1) ·
'Old Dixie Hwy. & FEC RR ' (1) ·
'SR 811 & FEC RR ' (1) ·
'St. Lucie River/SR-707 ' (1) ·
'Timothy's Ditch ' (1) ·
'Tomoka River ' (1) ·
'US-17-92 -St Johns River' (1) ·
'US-17-92-St Johns River ' (1) ·
'WB SR 80 ' (1) ·
Fellsmere Canal (1) ·
Lake Washington Road (1)
Critical 006b:
Facility 007:
'49th St Lindsey Rd' (1) ·
'CR-611 (45th ST.) ' (1) ·
'I 95 SR 9 SB ' (1) ·
'I-4 EB ' (1) ·
'I-4 WB ' (1) ·
'I-95 NB ' (1) ·
'I-95 SB ' (1) ·
'NB SR 807 ' (1) ·
'SB SR 807 ' (1) ·
'SB US-1/SR-5 ' (1) ·
'Spanish River Blvd' (1) ·
'SR 400 EB ' (1) ·
'SR 400 WB ' (1) ·
'SR-400 ' (1) ·
'SR-5 (US-1) NB ' (1) ·
'SR-5A ' (1) ·
'US-1 (SR-5) SB ' (1) ·
'US-27 (SR-25) NB ' (1) ·
'US-27 (SR-25) SB ' (1) ·
'WB SR 786 ' (1) ·
I-95 SB (1)
Number 008:
700043 (1) ·
700231 (1) ·
700232 (1) ·
700237 (1) ·
700238 (1) ·
790184 (1) ·
790196 (1) ·
790197 (1) ·
790201 (1) ·
790202 (1) ·
790203 (1) ·
790204 (1) ·
790205 (1) ·
790206 (1) ·
790207 (1) ·
790245 (1) ·
790246 (1) ·
880103 (1) ·
880104 (1) ·
884102 (1) ·
884103 (1) ·
890151 (1) ·
930475 (1) ·
930476 (1) ·
930489 (1) ·
930492 (1) ·
930512 (1) ·
930513 (1) ·
930532 (1) ·
930533 (1) ·
930552 (1)
Location 009:
'0.25 mi N of Belvedere Rd' (1) ·
'0.2mi. S of Williamson Rd' (1) ·
'1mi S of SR-707 on SR-5 ' (1) ·
'1st overpass east of I-95' (1) ·
'2.1 Miles S of Oslo Rd. ' (1) ·
'5 mi. N Broward Co. line ' (1) ·
'AT CR-615 (66TH AVE.) ' (1) ·
'At CR-615 (66th Ave) ' (1) ·
'Buffer Preserve Drive ' (1) ·
'I-4 EB over Tomoka River ' (1) ·
'i-4 WB - Cougar Crossing ' (1) ·
'I-4 WB over Tomoka River ' (1) ·
'I-4EB-US-17-92 St Johns R' (1) ·
'I-4WB-US-17-92 St Johns R' (1) ·
'Over Fellsmere Canal ' (1) ·
'SE quadrant PB Int Airpt ' (1) ·
'Spanish R & I95 Csxrr Can' (1) ·
'SR 400 - Dear Crossing ' (1) ·
'SR 400 EB - Bear Crossing' (1) ·
'SR 400 EB - Cougar Crossi' (1) ·
'SR 400 WB over Deer Wildl' (1) ·
'SR-5A over Nova Canal ' (1) ·
I-95 SB -Lk Washington Rd (1) ·
Over Fellsmere Canal (1)
Latitude 016:
26230988 (1) ·
26234852 (1) ·
26234905 (1) ·
26403485 (1) ·
26403530 (1) ·
26403721 (1) ·
26403812 (1) ·
26413720 (1) ·
26503900 (1) ·
27121800 (1) ·
27332870 (1) ·
27332944 (1) ·
27403120 (1) ·
27405750 (1) ·
27493308 (1) ·
27493323 (1) ·
27493726 (1) ·
27493735 (1) ·
28084584 (1) ·
28500676 (1) ·
28500808 (1) ·
29043800 (1) ·
29060018 (1) ·
29060200 (1) ·
29064300 (1) ·
29071446 (1) ·
29071499 (1) ·
29090099 (1) ·
29090120 (1) ·
29102421 (1)
Longitude 017:
80040535 (1) ·
80045427 (1) ·
80045433 (1) ·
80045945 (1) ·
80045990 (1) ·
80054200 (1) ·
80061969 (1) ·
80153156 (1) ·
80220651 (1) ·
80220740 (1) ·
80274550 (1) ·
80274570 (1) ·
80332834 (1) ·
80332921 (1) ·
80333220 (1) ·
80333306 (1) ·
80350835 (1) ·
80350917 (1) ·
80422180 (1) ·
81013879 (1) ·
81024200 (1) ·
81024443 (1) ·
81051410 (1) ·
81051478 (1) ·
81083200 (1) ·
81083300 (1) ·
81091400 (1) ·
81091401 (1) ·
81103200 (1) ·
81190878 (1) ·
81191063 (1)
Owner 022:
Built 027:
Lanes 028a: (Click arrow to add another value)
Traffic 029:
Traffic Year 030: (Click arrow to add another value)
Service On 042a:
Service Under 042b:
Kind 043a:
Type 043b:
Length 049:
Deck 058:
Superstructure 059:
Substructure 060:
Channel 061:
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) ·
No noticeable or noteworthy deficiencies which affect the condition of the channel. (1)
Culvert 062:
N/A (1) ·
Shrinkage cracks, light scaling and insignificant spalling which does not expose reinforcing steel. Insignificant damage caused by drift with no misalignment and not requiring corrective action. Some minor scouring has occured near curtain walls, wingwalls or pipes. Metal culverts have a smooth symmetrical curvature with superficial corrosion and no pitting. (1)
Inspect Date 090:
Direction 102:
Deck Type 107:
Scour 113:
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) ·
Bridge with "unknown" foundation that has not been evaluated for scour. Until risk can be determined, a plan of action should be developed and implemented to reduce the risk to users from abridge failure during and immediately after a flood event. (1)
Future 114:
Future Year 115:
Clearance 116:
Showing below up to 31 results in range #1 to #31.
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