Drilldown: bridge data
From Indian River Lagoon Project
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Route 005d:
Direction 005e:
Features 006a:
'BOYNTON CANAL C-16 ' (1) ·
'BRANCH OF MIAMI CANAL ' (1) ·
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'FPL Nuc Plant Intake Cnl' (1) ·
'I 95 SR 9 ' (1) ·
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'Intracoastal Waterway ' (1) ·
'LWDD E 3-1/2 CANAL ' (1) ·
'LWDD E-1 CANAL ' (1) ·
'LWDD E-3 CANAL ' (1) ·
'M CANAL ' (1) ·
'MAIN CANAL VERO BEACH ' (1) ·
'MANATEE POCKET ' (1) ·
'Military Trail & CSX RR ' (1) ·
'Misner Branch ' (1) ·
'Sebastian Canal ' (1) ·
'SFC DIST CANAL NO 1 ' (1) ·
'ST LUCIE CANAL ' (1) ·
'US-1 & FECRR ' (1) ·
'WEST PALM BEACH CANAL ' (1) ·
'WILLOUGHBY CREEK ' (1) ·
'WPB STUB CANAL ' (1)
Critical 006b:
Facility 007:
'Babcock Street ' (1) ·
'BELVEDERE RD ' (1) ·
'BISCAYNE DRIVE ' (1) ·
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'CR-76A ' (1) ·
'EB Lake Worth Rd. ' (1) ·
'EB SR808 Glades Rd' (1) ·
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'HURON WAY ' (1) ·
'Hypoluxo Rd ' (1) ·
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'LAWRENCE ROAD ' (1) ·
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'NW 13 ST ' (1) ·
'Old Dixie Highway ' (1) ·
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'SE ST LUCIE BLVD ' (1) ·
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'SR AIA ' (1) ·
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'SR-50 ' (1) ·
'SR-656 (17th St.) ' (1) ·
'US-1 (SR-5) ' (1) ·
'US-192 ' (1) ·
'US-92 ' (1) ·
'WB SR808 Glades Rd' (1) ·
'Willowood Drive ' (1)
Number 008:
700033 (1) ·
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940094 (1)
Location 009:
'.21 E of Minton Rd. ' (1) ·
'.5 Mi W of SR-507 ' (1) ·
'0.03Mi E of NW 15TH AVE ' (1) ·
'0.1Mi E of ONTARIO DRIVE ' (1) ·
'0.1MI E OF US-441 SR-7 ' (1) ·
'0.1MI W OF I-95 ' (1) ·
'0.1MI. E of KANNER HWY ' (1) ·
'0.2 Mi E of ANCHOR AVE. ' (1) ·
'0.2 MI SOUTH OF 45TH ST ' (1) ·
'0.25 miles S/O SR 794 ' (1) ·
'0.4 mi N. of SR-80 ' (1) ·
'0.4 Mi. W of SR-A1A ' (1) ·
'0.5 MI W OF HAVERHILL RD ' (1) ·
'0.75 Mile North of SR-60 ' (1) ·
'0.7MI S OF 45TH STREET ' (1) ·
'0.8 Mile West of Nova Rd ' (1) ·
'0.8Mi N OF BOYNTON BCH B ' (1) ·
'1 Mile East of Jog Rd. ' (1) ·
'1.5 Mile West of SR-76 ' (1) ·
'1/2MI S of INDIAN ST. ' (1) ·
'2.2MI S OF SR-80 ' (1) ·
'2.5Mi W of US-1 ' (1) ·
'4.3 mi S of Wltr Brdmn Ln' (1) ·
'4.5 mi S of Wltr Brdmn Ln' (1) ·
'6.4 MI E of US-17 ' (1) ·
'8 mi South of Malabar Rd ' (1) ·
'800 ft West of I 95 ' (1) ·
'800 ft. S of SR 704 Exit ' (1) ·
'ADJ W SIDE MILITARY TRAIL' (1) ·
'AT TEDDAR ROAD ' (1) ·
'Hypoluxo Rd over I 95&RR ' (1) ·
'South Causeway over ICWW ' (1) ·
'SR 808 / I 95 Interchange' (1) ·
'SR 808 I 95 Interchange ' (1) ·
'SR A1A FPL Nuc P Intake ' (1) ·
'SR AIA FPL Nuc Plt Disc ' (1) ·
'SR-44 over US-1 ' (1) ·
'SR-50 1.0 Mi East of I-95' (1)
Latitude 016:
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29211227 (1)
Longitude 017:
80041000 (1) ·
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81060905 (1) ·
81130000 (1)
Owner 022:
Built 027: (Click arrow to add another value)
Traffic 029:
10000 (1) ·
101 (1) ·
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15100 (1) ·
16000 (1) ·
16384 (1) ·
173000 (1) ·
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200 (1) ·
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22000 (1) ·
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31500 (1) ·
318 (1) ·
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3600 (1) ·
38000 (1) ·
400 (1) ·
4800 (1) ·
49000 (1) ·
50 (1) ·
5792 (1) ·
748 (1) ·
9100 (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 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)
Culvert 062:
Deterioration or initial disintegration, minor chloride contamination, cracking with some leaching, or spalls on concrete or masonry walls and slabs. Local minor scouring at curtain walls, wingwalls or pipes. Metal culverts have a smooth curvature, non-symmetrical shape, significant corrosion or moderate pitting. (1) ·
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:
Rebuilt 106:
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 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:
1249 (1) ·
126 (1) ·
15000 (1) ·
15789 (1) ·
1603 (1) ·
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300 (1) ·
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31230 (1) ·
31751 (1) ·
33659 (1) ·
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3460 (1) ·
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385170 (1) ·
4338 (1) ·
4858 (1) ·
50 (1) ·
500 (1) ·
521 (1) ·
52917 (1) ·
53785 (1) ·
5379 (1) ·
5398 (1) ·
54652 (1) ·
6246 (1) ·
6300 (1) ·
65930 (1) ·
7008 (1) ·
8328 (1) ·
85015 (1)
Clearance 116:
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