Drilldown: bridge data
From Indian River Lagoon Project
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ObjectID:
13790 (1) ·
15258 (1) ·
15270 (1) ·
15727 (1) ·
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County 003:
Place 004:
None (1) ·
54175 (1) ·
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Route 005d:
Features 006a:
'Banana River ' (1) ·
'BOYNTON CANAL ' (1) ·
'C-18 Canal ' (1) ·
'Canal ' (1) ·
'CYPRESS CREEK ' (1) ·
'DANFORTH CREEK ' (1) ·
'DIRT FARM ROAD ' (1) ·
'E-2W CANAL ' (1) ·
'E3-canal ' (1) ·
'East Indian River Relief' (1) ·
'EL RIO CANAL ' (1) ·
'Holly Drive ' (1) ·
'I 95 SR 9 ' (1) ·
'ICWW ' (1) ·
'Indian River ' (1) ·
'Jupiter Creek ' (1) ·
'L-38 CANAL ' (1) ·
'Lake Gertie ' (1) ·
'LATERAL CANAL #30 ' (1) ·
'Loxahatchee Slough ' (1) ·
'LWDD E-3 CANAL ' (1) ·
'QUAIL COVEY ROAD ' (1) ·
'RCA CANAL ' (1) ·
'S Fork St. Lucie River ' (1) ·
'SR 70 ' (1) ·
'SR-40 ' (1) ·
'SR-91 N/S TPK ' (1) ·
'Stub Canal & S.F.R.C. ' (1) ·
'West Indian River Relief' (1)
Critical 006b:
Facility 007:
'CR-713 ' (1) ·
'CR-92 WB ' (1) ·
'East Island Access' (1) ·
'EB SR-710 ' (1) ·
'EB US 98 SR 80 ' (1) ·
'Golfview Ave ' (1) ·
'Golfview Avenue ' (1) ·
'HYPOLUXO ROAD EB ' (1) ·
'I-95 ' (1) ·
'I-95 (SR 9) ' (1) ·
'Indiantown Road ' (1) ·
'JOG ROAD SB ' (1) ·
'LINTON BLVD. ' (1) ·
'Loxahatchee Rvr Rd' (1) ·
'Melaleuca Lane ' (1) ·
'NW 7TH STREET ' (1) ·
'PALMWOOD ROAD ' (1) ·
'PROS. FARMS ROAD ' (1) ·
'SR 91 TPK SB 153.2' (1) ·
'SR-520 EB ' (1) ·
'SR-520 WB ' (1) ·
'SR-528 ' (1) ·
'SR-A1A (Ocean Ave)' (1) ·
'SR91 N/S TPK 83.91' (1) ·
'SR91 N/S TPK 87.74' (1) ·
'SR91 NB TPK 153.1 ' (1) ·
'SR91 On/Off Rmp106' (1) ·
'SR91 SB OFF RP81.9' (1) ·
'SR91 SB ON RP 81.9' (1) ·
'WB Martin Downs Bd' (1) ·
'WB SR-710 ' (1) ·
'WB US 98 SR 80 ' (1) ·
'West Island Access' (1) ·
'Woolbright Road EB' (1) ·
'Woolbright Road WB' (1)
Number 008:
700219 (1) ·
700220 (1) ·
700221 (1) ·
704099 (1) ·
704100 (1) ·
790193 (1) ·
794121 (1) ·
890143 (1) ·
890148 (1) ·
890149 (1) ·
890150 (1) ·
894009 (1) ·
930420 (1) ·
930461 (1) ·
930462 (1) ·
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934179 (1) ·
934346 (1) ·
934361 (1) ·
934468 (1) ·
934469 (1) ·
934483 (1) ·
934918 (1) ·
935221 (1) ·
940134 (1) ·
940135 (1)
Location 009:
'.2 mi. N of Port St. John' (1) ·
'.9 Mi. N of Port St. John' (1) ·
'0.05 MI W of NW 4TH AVE ' (1) ·
'0.1MI N of DONALD ROSS RD' (1) ·
'0.25 MI N OF ATLANTIC AVE' (1) ·
'0.25 Mile N of Center St.' (1) ·
'0.2MI SOUTH OF CR-714 ' (1) ·
'0.4 Mi West of US 17-92 ' (1) ·
'0.7 MI NORTH OF SR-804 ' (1) ·
'0.7MI W OF CONGRESS AVE ' (1) ·
'0.7MI W OF CONGRESS AVE.' (1) ·
'0.8Mi W of JOG/CARTER RD.' (1) ·
'1.0MI W OF MILITARY TRAIL' (1) ·
'1.1Mi W of Miltiary Trail' (1) ·
'1MI S. OF LINTON BLVD ' (1) ·
'2 miles East of SR-786 ' (1) ·
'2 miles East of SR786 ' (1) ·
'2.12 MI NORTH OF SR-806 ' (1) ·
'2.3 Mi. East of I-95 ' (1) ·
'2.6 MILES NORTH OF SR-709' (1) ·
'2.6 MILES NORTH OF SR-710' (1) ·
'4.03Miles E of SR5 on A1A' (1) ·
'Between N Lake/PGA Blvds.' (1) ·
'East of Ernest Lyons Bri.' (1) ·
'I-95 over SR-40 ' (1) ·
'S SIDE OF RCA/MONET ROAD ' (1) ·
'SR 80 / I-95 Interchange ' (1) ·
'SR 80/ I-95 interchange ' (1) ·
'SR-520 EB - Banana River ' (1) ·
'SR-520 WB - Banana River ' (1) ·
'SR-528 EB - Indian River ' (1) ·
'SR-710 TPK Interchange ' (1) ·
'SR-714 East of Fla. Tpk. ' (1) ·
'West of Ernest Lyons Bri.' (1)
Latitude 016:
26212337 (1) ·
26252706 (1) ·
26262125 (1) ·
26272575 (1) ·
26272647 (1) ·
26290135 (1) ·
26304774 (1) ·
26304823 (1) ·
26322016 (1) ·
26342010 (1) ·
26362838 (1) ·
26403385 (1) ·
26403390 (1) ·
26403455 (1) ·
26403485 (1) ·
26481194 (1) ·
26492016 (1) ·
26492039 (1) ·
26492500 (1) ·
26501410 (1) ·
26530408 (1) ·
26560189 (1) ·
26563620 (1) ·
27092679 (1) ·
27103152 (1) ·
27121600 (1) ·
27122400 (1) ·
27123400 (1) ·
27244449 (1) ·
27244459 (1) ·
28212632 (1) ·
28212764 (1) ·
28240920 (1) ·
28272397 (1) ·
28275799 (1) ·
29031702 (1) ·
29152514 (1)
Longitude 017:
80041085 (1) ·
80041535 (1) ·
80042035 (1) ·
80043190 (1) ·
80055200 (1) ·
80055370 (1) ·
80060834 (1) ·
80060838 (1) ·
80064817 (1) ·
80071860 (1) ·
80074643 (1) ·
80074938 (1) ·
80075297 (1) ·
80084773 (1) ·
80092461 (1) ·
80101483 (1) ·
80101580 (1) ·
80102125 (1) ·
80102180 (1) ·
80103398 (1) ·
80103466 (1) ·
80111100 (1) ·
80113000 (1) ·
80115000 (1) ·
80153061 (1) ·
80174730 (1) ·
80240662 (1) ·
80240727 (1) ·
80385322 (1) ·
80385336 (1) ·
80440500 (1) ·
80494783 (1) ·
80495800 (1) ·
81065740 (1) ·
81184073 (1)
Owner 022:
Built 027: (Click arrow to add another value)
Traffic 029:
13250 (1) ·
13600 (1) ·
14600 (1) ·
14900 (1) ·
15813 (1) ·
171500 (1) ·
17300 (1) ·
200 (1) ·
2000 (1) ·
20150 (1) ·
20500 (1) ·
22500 (1) ·
25000 (1) ·
25474 (1) ·
28250 (1) ·
3000 (1) ·
3200 (1) ·
33000 (1) ·
4200 (1) ·
48500 (1) ·
6000 (1) ·
6400 (1) ·
6540 (1) ·
66000 (1) ·
7300 (1) ·
78500 (1) ·
90900 (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) ·
No noticeable or noteworthy deficiencies which affect the condition of the channel. (1)
Culvert 062:
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: (Click arrow to add another value)
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:
10410 (1) ·
114510 (1) ·
12666 (1) ·
136198 (1) ·
157712 (1) ·
18500 (1) ·
19134 (1) ·
22989 (1) ·
23596 (1) ·
25331 (1) ·
297552 (1) ·
3000 (1) ·
30015 (1) ·
34960 (1) ·
35568 (1) ·
3600 (1) ·
39038 (1) ·
43375 (1) ·
44197 (1) ·
49014 (1) ·
500 (1) ·
5040 (1) ·
5552 (1) ·
57255 (1) ·
7000 (1) ·
8175 (1) ·
84148 (1)
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