Drilldown: bridge data
From Indian River Lagoon Project
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ObjectID:
12134 (1) ·
12143 (1) ·
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12170 (1) ·
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Status: (Click arrow to add another value)
County 003:
Place 004:
Route 005d:
Direction 005e:
Features 006a:
'A DRAINAGE CANAL ' (1) ·
'BARBARA BASIN ' (1) ·
'Blue Lake Equalizer ' (1) ·
'Canal ' (1) ·
'Creek ' (1) ·
'DANFORTH CREEK ' (1) ·
'Deep Creek ' (1) ·
'DRAINAGE CANAL ' (1) ·
'DRAINAGE DITCH ' (1) ·
'E-2-W canal ' (1) ·
'HOWARD CREEK ' (1) ·
'MANATEE CREEK ' (1) ·
'Milner's Canal ' (1) ·
'Misner Creek ' (1) ·
'Nova Canal ' (1) ·
'Outfall ' (1) ·
'RELIEF CANAL ' (1) ·
'Rockledge Canal ' (1) ·
'Rockledge Creek ' (1) ·
'SUBDIVISION CANAL ' (1) ·
'TIDAL CANAL ' (1) ·
'Turkey Creek ' (1) ·
Fiske Canal (1)
Critical 006b:
Facility 007:
'AVENUE OF PGA ' (1) ·
'Boynton Bch Blvd ' (1) ·
'CORAL DRIVE ' (1) ·
'CR-713 ' (1) ·
'CR-722 (COVE RD) ' (1) ·
'E. Minnesota Ave. ' (1) ·
'HICKORY DRIVE ' (1) ·
'I-95 ' (1) ·
'LARCH AVE ' (1) ·
'NB US-1 ' (1) ·
'Old Samsula Dr ' (1) ·
'Patti Drive ' (1) ·
'SIMARA STREET ' (1) ·
'SR 91 TPK 137.25 ' (1) ·
'SR-40 ' (1) ·
'SR-400 ' (1) ·
'SR91 N/S TPK 123.9' (1) ·
'SR91 N/S TPK 125.9' (1) ·
'SR91 N/S TPK 127.9' (1) ·
'SR91 N/S TPK 154.3' (1) ·
'Tucker Lane ' (1) ·
'US-92 ' (1) ·
'US-98 US-441 SR-80' (1) ·
'VENICE DRIVE ' (1) ·
I-95 (1)
Number 008:
700046 (1) ·
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940110 (1)
Location 009:
'.3m N of Martin Co. line ' (1) ·
'0.1 MI S of PGA BLVD ' (1) ·
'0.1 Mile East of A1A ' (1) ·
'0.1MI S OF OLD BOYNTON ' (1) ·
'0.1MI W OF MILITARY TRAIL' (1) ·
'0.25MI E OF SEWALLS PT RD' (1) ·
'0.2MI SOUTH OF CR-714 ' (1) ·
'0.3 mi North of Taylor Rd' (1) ·
'0.4 Mi S of Grant Rd. ' (1) ·
'0.45MI NORTH OF SR-708 ' (1) ·
'0.5Mi E of A1A ' (1) ·
'0.5Mi West of Kepler Rd. ' (1) ·
'0.8 Mi North of SR-46 ' (1) ·
'1.15 Mi S of SR-520 ' (1) ·
'1.2 Mi N L.Washington Rd.' (1) ·
'1.2 MI NORTH OF SR-70 ' (1) ·
'15ft. N of Pine Island Dr' (1) ·
'2.2 MI SOUTH OF SR-76 ' (1) ·
'2.3 MI N of SR-46 ' (1) ·
'2.5 Miles South of SR-520' (1) ·
'2.6 MI NORTH OF SR-714 ' (1) ·
'3.2 MI W Of Barberville ' (1) ·
'6 MI N OF PLM BEACH CO LI' (1) ·
'6.4 MI E of US-17 ' (1) ·
'650FT E OF SEWALLS PT. RD' (1) ·
'BOYNTON BCH EAST OF TPK ' (1) ·
'BOYNTON BCH WEST OF TPK ' (1) ·
'SR-40 west of SR-5A ' (1) ·
'SR-400 and Nova Rd. ' (1) ·
'SR-80 3MI E. 20 MI BEND ' (1) ·
I-95 at Fiske Blvd. (1)
Latitude 016:
26314182 (1) ·
26314200 (1) ·
26315252 (1) ·
26315259 (1) ·
26410105 (1) ·
26500997 (1) ·
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29103167 (1) ·
29164002 (1)
Longitude 017:
80050093 (1) ·
80050590 (1) ·
80062177 (1) ·
80064587 (1) ·
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80522703 (1) ·
80525799 (1) ·
81014150 (1) ·
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81051670 (1) ·
81130000 (1) ·
81160318 (1) ·
81280837 (1)
Owner 022:
Built 027:
Traffic 029:
1000 (1) ·
102 (1) ·
120 (1) ·
16384 (1) ·
186 (1) ·
19800 (1) ·
22500 (1) ·
2500 (1) ·
27000 (1) ·
3000 (1) ·
3160 (1) ·
32000 (1) ·
322 (1) ·
32680 (1) ·
34244 (1) ·
364 (1) ·
36500 (1) ·
42764 (1) ·
440 (1) ·
44400 (1) ·
46600 (1) ·
47500 (1) ·
5760 (1) ·
600 (1) ·
630 (1) ·
73000 (1) ·
82500 (1) ·
8500 (1)
Service On 042a:
Service Under 042b:
Kind 043a:
Type 043b:
Length 049: (Click arrow to add another value)
Substructure 060:
Channel 061: (Click arrow to add another value)
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) ·
Moderate to major deterioration or disintegration, extensive cracking and leaching or spalls on concrete or masonry walls and slabs. Minor settlement or misalignment. Noticeable scouring or erosion at curtain walls, wingwalls or pipes. Metal culverts have significant distortion and deflection in one section, significant corrosion or deep 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:
Deck Type 107:
Scour 113:
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 foundations determined to be stable for the assessed or calculated scour condition. Scour is determined to be above top of footing by assessment, 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 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:
1041 (1) ·
118 (1) ·
1200 (1) ·
126655 (1) ·
143138 (1) ·
14748 (1) ·
200 (1) ·
225 (1) ·
28426 (1) ·
34353 (1) ·
3600 (1) ·
373 (1) ·
3800 (1) ·
39038 (1) ·
4338 (1) ·
46845 (1) ·
55520 (1) ·
56700 (1) ·
59413 (1) ·
607 (1) ·
63328 (1) ·
7000 (1) ·
74196 (1) ·
763 (1) ·
77034 (1) ·
80851 (1) ·
82413 (1)
Clearance 116:
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