Drilldown: bridge data
From Indian River Lagoon Project
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County 003:
Place 004:
Route 005d:
Features 006a:
'BARBARA BASIN ' (1) ·
'Belvedere Road ' (1) ·
'C-52 Canal ' (1) ·
'C-59 Canal ' (1) ·
'Canal ' (1) ·
'Creek ' (1) ·
'DANFORTH CREEK ' (1) ·
'DRAINAGE CANAL ' (1) ·
'DRAINAGE DITCH ' (1) ·
'Eau Gallie River ' (1) ·
'Five Mile Creek ' (1) ·
'FL. TPK. SR-91 ' (1) ·
'Florida Turnpike (SR-91)' (1) ·
'FLORIDA TURNPIKE SR-91 ' (1) ·
'HOWARD CREEK ' (1) ·
'HUNGERFORD CANAL ' (1) ·
'LEVEE NO.8 ' (1) ·
'MANATEE CREEK ' (1) ·
'Misner Creek ' (1) ·
'Moores Creek ' (1) ·
'Nova Canal ' (1) ·
'Outfall ' (1) ·
'RELIEF CANAL ' (1) ·
'Rockledge Creek ' (1) ·
'SR-91 (Fl. Tpk.) ' (1) ·
'SUBDIVISION CANAL ' (1) ·
'TIDAL CANAL ' (1) ·
'WARNER CREEK ' (1)
Critical 006b:
Facility 007:
'10th Street ' (1) ·
'8th Street N ' (1) ·
'AUDUBON BLVD. ' (1) ·
'AVENUE OF PGA ' (1) ·
'Becker Rd. ' (1) ·
'Berry Avenue ' (1) ·
'CORAL DRIVE ' (1) ·
'CR-713 ' (1) ·
'CR-722 (COVE RD) ' (1) ·
'HICKORY DRIVE ' (1) ·
'I-95 ' (1) ·
'JOG ROAD ' (1) ·
'LARCH AVE ' (1) ·
'NB I 95 SR 9 ' (1) ·
'NB US-1 ' (1) ·
'Okeechobee Rd. ' (1) ·
'Pace Drive ' (1) ·
'PGA Blvd. (SR 786)' (1) ·
'SIMARA STREET ' (1) ·
'SR 91 TPK 137.25 ' (1) ·
'SR-40 ' (1) ·
'SR-400 ' (1) ·
'SR-60 EB ' (1) ·
'SR-60 WB ' (1) ·
'SR-714 ' (1) ·
'SR-80WB (Southern)' (1) ·
'SR91 N/S TPK 123.9' (1) ·
'SR91 N/S TPK 125.9' (1) ·
'SR91 N/S TPK 127.3' (1) ·
'SR91 N/S TPK 127.9' (1) ·
'SR91 N/S TPK 154.3' (1) ·
'TROPICALIA AVE. ' (1) ·
'Tucker Lane ' (1) ·
'VENICE DRIVE ' (1) ·
'Wickham Road ' (1)
Number 008:
700064 (1) ·
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704094 (1) ·
704197 (1) ·
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940110 (1) ·
941001 (1) ·
945013 (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) ·
'0.1 Mile S of CR-714 ' (1) ·
'0.1MI S OF OLD BOYNTON ' (1) ·
'0.1MI W OF MILITARY TRAIL' (1) ·
'0.2 MI W OF LINDELL BLVD ' (1) ·
'0.25MI E OF SEWALLS PT RD' (1) ·
'0.2Mi E of CR-723 ' (1) ·
'0.2MI SOUTH OF CR-714 ' (1) ·
'0.3 Mi N of Orange Ave. ' (1) ·
'0.3 Mi. W of SE Bosko Dr ' (1) ·
'0.45MI NORTH OF SR-708 ' (1) ·
'0.5Mi E of A1A ' (1) ·
'0.8 Mi North of SR-46 ' (1) ·
'1 mile North of SR 80 ' (1) ·
'1.0M S OF OKEECHOBEE BLVD' (1) ·
'1.2 MI NORTH OF SR-70 ' (1) ·
'1.3 miles east of I-95 ' (1) ·
'1.8MI NORTH OF SR-708 ' (1) ·
'10thSt 1 Block E of Nova ' (1) ·
'2 Mi West of Jupiter Blvd' (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) ·
'2Mi West of CR-512 ' (1) ·
'2Mi. West of CR-512 ' (1) ·
'3.2 MI W Of Barberville ' (1) ·
'6 MI N OF PLM BEACH CO LI' (1) ·
'650FT E OF SEWALLS PT. RD' (1) ·
'CR-509 .5 Mi N of SR-518 ' (1) ·
'PUMP STA AT 20 MI BEND ' (1) ·
'SR-40 west of SR-5A ' (1) ·
'SR-400 and Nova Rd. ' (1) ·
'Tpk/PGA Blvd interchange ' (1) ·
'Turnpike at Stuart exit. ' (1)
Latitude 016:
26254577 (1) ·
26315252 (1) ·
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28415270 (1) ·
29101536 (1) ·
29103167 (1) ·
29140999 (1) ·
29164002 (1)
Longitude 017:
80035976 (1) ·
80050093 (1) ·
80050363 (1) ·
80050590 (1) ·
80062177 (1) ·
80064587 (1) ·
80071574 (1) ·
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80145730 (1) ·
80170910 (1) ·
80171083 (1) ·
80174730 (1) ·
80181600 (1) ·
80193471 (1) ·
80195034 (1) ·
80200100 (1) ·
80214953 (1) ·
80221757 (1) ·
80244387 (1) ·
80401823 (1) ·
80403783 (1) ·
80403784 (1) ·
80434410 (1) ·
80463221 (1) ·
80522703 (1) ·
80525799 (1) ·
81014150 (1) ·
81031853 (1) ·
81051670 (1) ·
81280837 (1)
Owner 022:
Built 027:
Traffic 029:
1000 (1) ·
102 (1) ·
114500 (1) ·
120 (1) ·
200 (1) ·
22500 (1) ·
24000 (1) ·
2500 (1) ·
25500 (1) ·
26000 (1) ·
27000 (1) ·
3000 (1) ·
32000 (1) ·
32680 (1) ·
34244 (1) ·
35000 (1) ·
364 (1) ·
440 (1) ·
44400 (1) ·
46600 (1) ·
5000 (1) ·
5760 (1) ·
5850 (1) ·
600 (1) ·
6174 (1) ·
630 (1) ·
8500 (1) ·
8800 (1) ·
9633 (1)
Service On 042a:
Service Under 042b:
Kind 043a:
Type 043b:
Length 049: (Click arrow to add another value)
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) ·
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) ·
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) ·
No noticeable or noteworthy deficiencies which affect the condition of the culvert. Insignificant scrape marks caused by drift. (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: (Click arrow to add another value)
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 not over waterway. (1)
Future 114:
10150 (1) ·
1041 (1) ·
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11174 (1) ·
118 (1) ·
1200 (1) ·
144 (1) ·
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198658 (1) ·
200 (1) ·
2000 (1) ·
300 (1) ·
3600 (1) ·
39038 (1) ·
41640 (1) ·
42000 (1) ·
4338 (1) ·
44243 (1) ·
45110 (1) ·
46845 (1) ·
55520 (1) ·
56700 (1) ·
59413 (1) ·
6000 (1) ·
607 (1) ·
7000 (1) ·
763 (1) ·
77034 (1) ·
80851 (1)
Clearance 116:
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