Drilldown: bridge data
From Indian River Lagoon Project
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12234 (1) ·
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County 003:
Place 004:
Route 005d:
Direction 005e:
Features 006a:
'Boynton Inlet ' (1) ·
'C-51 CANAL ' (1) ·
'Canal ' (1) ·
'Canal C-47 ' (1) ·
'Canal C-48 ' (1) ·
'CANAL L-30 ' (1) ·
'CSX Railroad ' (1) ·
'CYPRESS CREEK ' (1) ·
'DANFORTH CREEK ' (1) ·
'DIRT FARM ROAD ' (1) ·
'DRAINAGE CANAL ' (1) ·
'EL RIO CANAL ' (1) ·
'FELLSMERE CANAL ' (1) ·
'Groover Creek ' (1) ·
'Hypoluxo Rd. ' (1) ·
'I 95 SR 9 ' (1) ·
'I-95 ' (1) ·
'Lake Gertie ' (1) ·
'Little Haw Creek ' (1) ·
'LWDD E-1 CANAL ' (1) ·
'LWDD E-3 CANAL ' (1) ·
'M-1 CANAL ' (1) ·
'Melbourne Tillman Canal ' (1) ·
'QUAIL COVEY ROAD ' (1) ·
'RELIEF CANAL ' (1) ·
'S Fork St. Lucie River ' (1) ·
'SR 91 TPK (ST LUCIE INT)' (1) ·
'Sykes Creek ' (1) ·
'WARNER CREEK ' (1) ·
Tillman Canal (1)
Critical 006b:
Facility 007:
'Airport Road ' (1) ·
'BELVEDERE RD EB ' (1) ·
'BELVEDERE RD WB ' (1) ·
'BOBWHITE ROAD ' (1) ·
'Brittan Avenue ' (1) ·
'Caballero Ave ' (1) ·
'COUNTY RD 507 ' (1) ·
'CR-606 Oslo Rd. ' (1) ·
'CR-713 ' (1) ·
'CR-92 WB ' (1) ·
'DIXIE HIGHWAY ' (1) ·
'EL CLAIR RANCH RD.' (1) ·
'Eldron Blvd ' (1) ·
'Entrnce Rd to FDOT' (1) ·
'FLYING COW ROAD ' (1) ·
'Jupiter Blvd. ' (1) ·
'KIMBERLY BLVD. EB ' (1) ·
'LA MANCHA AVE. ' (1) ·
'LINTON BLVD. ' (1) ·
'Marsh Road ' (1) ·
'NW 7TH STREET ' (1) ·
'OKEECHOBEE RD WB ' (1) ·
'PALMWOOD ROAD ' (1) ·
'RAVEN COURT ' (1) ·
'Richland Ave ' (1) ·
'SBI-95 to Hypoluxo' (1) ·
'Sea Ray Drive ' (1) ·
'SR A1A ' (1) ·
'SR-710 Beeline Hwy' (1) ·
'SR91 SB TPK 143.3 ' (1) ·
'SW 18TH STREET WB ' (1) ·
'SW 23 Ave Golf Rd ' (1) ·
'WB Martin Downs Bd' (1) ·
'Woolbright Road EB' (1) ·
'Woolbright Road WB' (1) ·
SR-507 SB (1)
Number 008:
700190 (1) ·
704013 (1) ·
704019 (1) ·
704144 (1) ·
705909 (1) ·
705913 (1) ·
705914 (1) ·
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937353 (1) ·
937357 (1) ·
937358 (1) ·
940121 (1)
Location 009:
'0.03MI W OF DOVE CIRCLE ' (1) ·
'0.05 MI W of NW 4TH AVE ' (1) ·
'0.1Mi E of Tymber Crk Rd.' (1) ·
'0.1MI N of DONALD ROSS RD' (1) ·
'0.2 MI N OF ST LUCIE BLVD' (1) ·
'0.2 mi S of Cocoa Street ' (1) ·
'0.2 mi S of Jupiter Blvd ' (1) ·
'0.2MI E OF US-441 (SR-7) ' (1) ·
'0.2MI SOUTH OF CR-714 ' (1) ·
'0.2MI W OF ROYAL P.B. BLV' (1) ·
'0.4 Mi West of US 17-92 ' (1) ·
'0.4 mile East of SR-3 ' (1) ·
'0.7MI W OF CONGRESS AVE ' (1) ·
'0.7MI W OF CONGRESS AVE.' (1) ·
'0.8Mi W of JOG/CARTER RD.' (1) ·
'1 mi N of Malabar Road ' (1) ·
'1.0Mi. S of Malabar Rd NE' (1) ·
'1.1 miles North of US-92 ' (1) ·
'1.2Mi N OF LAKE IDA RD. ' (1) ·
'1.2Mi. E of Savannah Rd. ' (1) ·
'1.5 Mi S of Malabar Rd. ' (1) ·
'1.9mi W of N Banana Ri Dr' (1) ·
'175FT S of LAS PALMAS ST ' (1) ·
'180FT E OF SANDPIPER AVE ' (1) ·
'1MI W OF SR 809 ' (1) ·
'4.2MI N OF CR-512 ' (1) ·
'5.8 Miles West of SR-76 ' (1) ·
'50ft. East of Fiske Blvd ' (1) ·
'A1A 2.5km North of SR 804' (1) ·
'ADJ W SIDE MILITARY TRAIL' (1) ·
'AT SR-80 ' (1) ·
'Hypoluxo Rd.-I95 intercha' (1) ·
'Just West of I 95 ' (1) ·
'Oslo Rd. over I-95 ' (1) ·
'Over I 95 1 mi S of SR804' (1) ·
'SR-714 East of Fla. Tpk. ' (1) ·
SR-507 SB-Tillman Canal (1)
Latitude 016:
26195525 (1) ·
26212337 (1) ·
26225750 (1) ·
26262125 (1) ·
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26430840 (1) ·
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27034414 (1) ·
27092679 (1) ·
27103152 (1) ·
27132086 (1) ·
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27583729 (1) ·
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27590343 (1) ·
27590359 (1) ·
28004740 (1) ·
28004888 (1) ·
28171453 (1) ·
28220892 (1) ·
28242068 (1) ·
29031702 (1) ·
29043231 (1) ·
29162604 (1)
Longitude 017:
80023594 (1) ·
80041140 (1) ·
80042900 (1) ·
80043190 (1) ·
80043530 (1) ·
80055370 (1) ·
80060834 (1) ·
80060838 (1) ·
80074091 (1) ·
80074092 (1) ·
80074383 (1) ·
80082019 (1) ·
80092461 (1) ·
80120021 (1) ·
80125285 (1) ·
80130371 (1) ·
80130754 (1) ·
80135221 (1) ·
80135984 (1) ·
80153061 (1) ·
80174730 (1) ·
80175381 (1) ·
80213627 (1) ·
80300075 (1) ·
80315267 (1) ·
80362564 (1) ·
80372030 (1) ·
80394165 (1) ·
80394182 (1) ·
80400209 (1) ·
80400429 (1) ·
80413508 (1) ·
80413919 (1) ·
80414817 (1) ·
80443323 (1) ·
81074043 (1) ·
81162375 (1) ·
81184073 (1)
Owner 022:
Built 027: (Click arrow to add another value)
Lanes 028a: (Click arrow to add another value)
Traffic 029:
11300 (1) ·
1202 (1) ·
1227 (1) ·
13000 (1) ·
13700 (1) ·
138 (1) ·
1394 (1) ·
15813 (1) ·
1700 (1) ·
17250 (1) ·
2000 (1) ·
20500 (1) ·
2059 (1) ·
2122 (1) ·
22000 (1) ·
22500 (1) ·
25000 (1) ·
29500 (1) ·
3000 (1) ·
400 (1) ·
439 (1) ·
500 (1) ·
5000 (1) ·
5381 (1) ·
6062 (1) ·
6100 (1) ·
6298 (1) ·
6400 (1) ·
6540 (1) ·
6800 (1) ·
6900 (1) ·
9633 (1) ·
978 (1)
Service On 042a:
Service Under 042b:
Kind 043a:
Type 043b:
Length 049:
Width 052:
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 being eroded. River control devices and/or embankment have major damage. Trees and brush restrict the channel. (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) ·
Bridge closed because of channel failure. Corrective action may put back in light service. (1) ·
N/A (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 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) ·
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:
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1612 (1) ·
168 (1) ·
19134 (1) ·
19606 (1) ·
22555 (1) ·
23770 (1) ·
2568 (1) ·
2950 (1) ·
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3000 (1) ·
35568 (1) ·
3572 (1) ·
3600 (1) ·
38170 (1) ·
39038 (1) ·
43375 (1) ·
508 (1) ·
51182 (1) ·
600 (1) ·
6511 (1) ·
694 (1) ·
7000 (1) ·
7032 (1) ·
7279 (1) ·
8175 (1) ·
8675 (1)
Clearance 116:
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