Drilldown: bridge data
From Indian River Lagoon Project
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ObjectID:
County 003:
Place 004:
Features 006a:
Critical 006b:
Facility 007:
'10th Street ' (1) ·
'Bellevue Ave ' (1) ·
'CR-4009 ' (1) ·
'Croton Road ' (1) ·
'Driveway Ent. Exit' (1) ·
'Dubber Road ' (1) ·
'Dunn Avenue ' (1) ·
'Golfview Ave ' (1) ·
'Golfview Avenue ' (1) ·
'I-95 ' (1) ·
'Indian Lake Road ' (1) ·
'Madeline Avenue ' (1) ·
'Pineda Causeway ' (1) ·
'Pinehurst Ave N ' (1) ·
'Shop Ctr Entrance ' (1) ·
'Sixth St. ' (1) ·
'SR-60 ' (1) ·
'Tucker Lane ' (1) ·
'US27 SR-25 & 80 ' (1) ·
Overpass Ramp (1)
Number 008:
700218 (1) ·
700225 (1) ·
700230 (1) ·
700236 (1) ·
704045 (1) ·
704093 (1) ·
704094 (1) ·
704099 (1) ·
704100 (1) ·
704176 (1) ·
705601 (1) ·
790164 (1) ·
790165 (1) ·
790179 (1) ·
790199 (1) ·
790249 (1) ·
790801 (1) ·
794188 (1) ·
794189 (1) ·
794193 (1) ·
795587 (1) ·
880106 (1) ·
930054 (1)
Location 009:
'.2 mi. N of Port St. John' (1) ·
'.9 Mi. N of Port St. John' (1) ·
'0.2 Mile S of Aurora Road' (1) ·
'0.6 Mi E of Williamson Bv' (1) ·
'0.9 mi N of Wickham Rd ' (1) ·
'0.9mi S of SR-520 ' (1) ·
'1 Mi So. of SR-421 ' (1) ·
'1.2 miles South of SR-520' (1) ·
'100 ft West of Ruffner Rd' (1) ·
'10thSt 1 Block E of Nova ' (1) ·
'1200ft. N. of SR-400 ' (1) ·
'1400ft. N. of SR-400 ' (1) ·
'2.0 MI N of US-92 on I-95' (1) ·
'2.35MI E OF HENDRY CO LIN' (1) ·
'2.3mi N on Indian Lake Rd' (1) ·
'2.5 Miles South of SR-520' (1) ·
'2.6 MI S of Wickham Rd. ' (1) ·
'40ft. E. of SR-5A ' (1) ·
'800ft. N. of SR-400 ' (1) ·
'I-95 over SR-46 ' (1) ·
'Sixth St. & Nova Rd Canal' (1) ·
'SR-60 East of 66 Ave ' (1) ·
0.7 Mile N of SR-528 (1)
Latitude 016:
26433815 (1) ·
27382059 (1) ·
28042875 (1) ·
28075785 (1) ·
28113278 (1) ·
28143333 (1) ·
28194733 (1) ·
28204430 (1) ·
28205754 (1) ·
28250000 (1) ·
28272397 (1) ·
28275799 (1) ·
28395825 (1) ·
29052660 (1) ·
29082970 (1) ·
29095886 (1) ·
29103958 (1) ·
29104333 (1) ·
29104539 (1) ·
29112242 (1) ·
29115274 (1) ·
29134537 (1) ·
29140999 (1)
Longitude 017:
80274947 (1) ·
80373635 (1) ·
80375599 (1) ·
80391820 (1) ·
80411355 (1) ·
80422723 (1) ·
80463221 (1) ·
80470960 (1) ·
80471577 (1) ·
80494783 (1) ·
80495800 (1) ·
80510902 (1) ·
80521049 (1) ·
81013690 (1) ·
81014276 (1) ·
81014315 (1) ·
81014361 (1) ·
81015422 (1) ·
81024200 (1) ·
81030833 (1) ·
81031853 (1) ·
81054486 (1) ·
81091698 (1)
Owner 022:
Built 027:
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: (Click arrow to add another value)
Substructure 060:
Channel 061:
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) ·
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) ·
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 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:
Clearance 116:
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