Drilldown: bridge data
From Indian River Lagoon Project
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- Event (169)
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ObjectID:
County 003:
Place 004:
Route 005d:
Direction 005e:
Features 006a:
'C-51 CANAL ' (1) ·
'Cambridge Canal ' (1) ·
'Creek ' (1) ·
'Haverhill Rd. & U Turns ' (1) ·
'I 95 and SR 704 ' (1) ·
'I-4 EB Ramp B ' (1) ·
'I-95 ' (1) ·
'Indian River ' (1) ·
'Indian River IWW ' (1) ·
'Jog Rd. & Turn Arounds ' (1) ·
'Mercer Ave and CSX RR ' (1) ·
'RCA Center Dr & FEC R/R ' (1) ·
'S. R. 7 & Return Ramps ' (1) ·
'Sebastian Canal East ' (1) ·
'Sebastian Canal West ' (1) ·
'SR 809 (Military Trail) ' (1) ·
'SR-91 N/S TPK ' (1) ·
SR-401 (1)
Critical 006b:
Facility 007:
'Babcock St(CR-507)' (1) ·
'CR-880 ' (1) ·
'I 95 SR 9 NB ' (1) ·
'I 95 SR 9 SB ' (1) ·
'I-4 WB ' (1) ·
'Indian Lake Road ' (1) ·
'SB I 95 Off Ramp ' (1) ·
'SR 80-Southern Bvd' (1) ·
'SR 80/Southern Bld' (1) ·
'SR 80/Southern Bvd' (1) ·
'SR 811 to SB I-95 ' (1) ·
'SR-520 EB ' (1) ·
'SR-520 WB ' (1) ·
'SR-528 WB ' (1) ·
'SR91 On/Off Rmp106' (1) ·
'Trailwood Drive ' (1) ·
'US-192 WB ' (1) ·
'WB SR704 to SB I95' (1) ·
'Wilden Road ' (1) ·
Overpass Ramp (1)
Number 008:
700061 (1) ·
700110 (1) ·
700137 (1) ·
700160 (1) ·
700174 (1) ·
700218 (1) ·
704085 (1) ·
704086 (1) ·
790106 (1) ·
790801 (1) ·
796414 (1) ·
930457 (1) ·
930459 (1) ·
930469 (1) ·
930488 (1) ·
930489 (1) ·
930493 (1) ·
930494 (1) ·
930525 (1) ·
930527 (1) ·
930940 (1) ·
931011 (1)
Location 009:
'.15 mi W of Fleming Grant' (1) ·
'0.1 mi W of Fleming Grant' (1) ·
'0.1MI W of US-98 / SR-441' (1) ·
'0.25 mi N of Belvedere Rd' (1) ·
'0.25Mi S/O Wiltshire Blvd' (1) ·
'2 miles west of Turnpike ' (1) ·
'2.3mi N on Indian Lake Rd' (1) ·
'Babcock Street over I-95 ' (1) ·
'E Jog Rd. & W SR 80 ' (1) ·
'East Tpk & West SR 809 ' (1) ·
'I-4 WB over I-4 EB Ramp B' (1) ·
'I-95 SR 704 interchange ' (1) ·
'NW quad SR811/786 intchge' (1) ·
'SB Ramp to WPB Airport ' (1) ·
'SR 520 EB - Indian River ' (1) ·
'SR 520 WB Indian River ' (1) ·
'SR-528 WB - Indian River ' (1) ·
'SR-710 TPK Interchange ' (1) ·
'SW quadrant PB Int Airprt' (1) ·
'US-192 WB-Indian River ' (1) ·
0.7 Mile N of SR-528 (1)
Latitude 016:
26404100 (1) ·
26404380 (1) ·
26404970 (1) ·
26410771 (1) ·
26413650 (1) ·
26413720 (1) ·
26413785 (1) ·
26422570 (1) ·
26481194 (1) ·
26504600 (1) ·
27512287 (1) ·
27512302 (1) ·
27591190 (1) ·
28050339 (1) ·
28212281 (1) ·
28212408 (1) ·
28241003 (1) ·
28250000 (1) ·
29060108 (1) ·
29091631 (1) ·
29095886 (1)
Longitude 017:
80035422 (1) ·
80040535 (1) ·
80040575 (1) ·
80043790 (1) ·
80054600 (1) ·
80064300 (1) ·
80071400 (1) ·
80075297 (1) ·
80084280 (1) ·
80121090 (1) ·
80232057 (1) ·
80312618 (1) ·
80312721 (1) ·
80352988 (1) ·
80371922 (1) ·
80375599 (1) ·
80430520 (1) ·
80430569 (1) ·
80440519 (1) ·
80591575 (1) ·
81044346 (1) ·
81091698 (1)
Owner 022:
Built 027:
Traffic 029:
Service On 042a: (Click arrow to add another value)
Service Under 042b:
Kind 043a: (Click arrow to add another value)
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) ·
N/A (1) ·
No noticeable or noteworthy deficiencies which affect the condition of the channel. (1)
Culvert 062:
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)
Future 114:
10063 (1) ·
11958 (1) ·
122864 (1) ·
125788 (1) ·
130993 (1) ·
137065 (1) ·
17280 (1) ·
198658 (1) ·
19952 (1) ·
21167 (1) ·
23422 (1) ·
23596 (1) ·
29 (1) ·
32098 (1) ·
36435 (1) ·
400 (1) ·
41640 (1) ·
43375 (1) ·
44197 (1) ·
9 (1)
Clearance 116:
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