Drilldown: bridge data
From Indian River Lagoon Project
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ObjectID:
12116 (1) ·
12117 (1) ·
12235 (1) ·
12240 (1) ·
13737 (1) ·
15126 (1) ·
15132 (1) ·
15169 (1) ·
15172 (1) ·
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15827 (1) ·
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15870 (1) ·
15879 (1) ·
15919 (1) ·
15920 (1) ·
16087 (1) ·
17855 (1) ·
18770 (1)
County 003:
Place 004:
Route 005d:
Features 006a:
'Barge Canal ' (1) ·
'C-15 Canal ' (1) ·
'CSX Railroad ' (1) ·
'E-1 CANAL ' (1) ·
'E-1-E CANAL ' (1) ·
'Eau Gallie River ' (1) ·
'Eau-Gallie River ' (1) ·
'Elbow Creek ' (1) ·
'F.P.F.W.C.D. Canal No. 1' (1) ·
'I-4 ' (1) ·
'I-95 (SR-9) ' (1) ·
'L-14 CANAL ' (1) ·
'L-5 CANAL ' (1) ·
'LATERAL A CANAL ' (1) ·
'LATERAL CANAL ' (1) ·
'LATERAL CANAL L-5 ' (1) ·
'LWDD E-3 CANAL ' (1) ·
'LWDD LAT CANAL 17 ' (1) ·
'M CANAL ' (1) ·
'North Relief Canal ' (1) ·
'RANGE LINE CANAL ' (1) ·
'SFWMD C-51 CANAL ' (1) ·
'SHAWANO DRAINAGE DITCH ' (1) ·
'Trib to Spruce Creek ' (1) ·
Indian River Relief East (1)
Critical 006b:
Facility 007:
'21ST ST SW ' (1) ·
'BOB W RD 130TH ST.' (1) ·
'BROWNS FARM/CR-827' (1) ·
'CONGRESS AVE NB ' (1) ·
'CR-508 (69TH ST.) ' (1) ·
'JOG ROAD ' (1) ·
'JOG ROAD (NB) ' (1) ·
'JOG ROAD (SB) ' (1) ·
'MARINA BLVD. ' (1) ·
'NB I 95 SR 9 ' (1) ·
'Peninsula Corp Dr ' (1) ·
'PURDY LANE ' (1) ·
'Saxon Blvd WB ' (1) ·
'SB I 95 to Cong Av' (1) ·
'SEMINOLE/PRATTWHT.' (1) ·
'SR-3 ' (1) ·
'SR-518 ' (1) ·
'SR-713 (Kings Hwy)' (1) ·
'SR91 N/S TPK 96.55' (1) ·
'Tomoka Farms Rd ' (1) ·
'US-1 ' (1) ·
'US-1 (SR-5) NB ' (1) ·
'US-1 (SR-5) SB ' (1) ·
SR-520 (1)
Number 008:
700007 (1) ·
700008 (1) ·
700072 (1) ·
700191 (1) ·
700196 (1) ·
790166 (1) ·
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940143 (1)
Location 009:
'.5mi So. of St Lucie Blvd' (1) ·
'0.2MI E OF SR-7 (US-441) ' (1) ·
'0.6Mi S OF CR-812 ' (1) ·
'0.6MI S of SOUTHERN BLVD ' (1) ·
'0.76 MI SOUTH OF SR 80 ' (1) ·
'0.8 MI N of LANTANA ROAD ' (1) ·
'0.85 mile South of Linton' (1) ·
'0.9 Mi North of CR-4118 ' (1) ·
'1 mile S of Linton Blvd ' (1) ·
'1.3 mile S of Linton Rd. ' (1) ·
'1.3mi. South of Linton ' (1) ·
'1MI W OF CR-615 ' (1) ·
'1MI W of SR809 MIL. TRL ' (1) ·
'3.75 Miles North of SR-60' (1) ·
'33FT E OF CR-611 43RD AVE' (1) ·
'4MI N OF OKEECHOBEE BLVD.' (1) ·
'50FT E OF SR-7 (US-441) ' (1) ·
'9.5 MI S OF CR-880 ' (1) ·
'AT SOUTHERN BLVD. ' (1) ·
'AT SR-7 (Range Line Rd) ' (1) ·
'CR-615 (66TH AVE.) ' (1) ·
'Saxon Blvd WB - I-4 ' (1) ·
'SR-3 SB over Barge Canal ' (1) ·
'SR-518 over Eau-Gallie R.' (1) ·
'US-1 over Elbow Creek ' (1) ·
'US-1- Eau Gallie River ' (1) ·
SR-520 - Indian River Relief (1)
Latitude 016:
26195136 (1) ·
26251431 (1) ·
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26344632 (1) ·
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29032507 (1)
Longitude 017:
80052259 (1) ·
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81161842 (1)
Owner 022:
Built 027: (Click arrow to add another value)
Traffic 029:
101 (1) ·
101000 (1) ·
10750 (1) ·
12500 (1) ·
13300 (1) ·
14500 (1) ·
16427 (1) ·
16428 (1) ·
16600 (1) ·
17500 (1) ·
200 (1) ·
21000 (1) ·
21400 (1) ·
22500 (1) ·
255 (1) ·
35500 (1) ·
36000 (1) ·
36794 (1) ·
400 (1) ·
45360 (1) ·
46500 (1) ·
52000 (1) ·
5869 (1) ·
6900 (1) ·
7300 (1) ·
77000 (1) ·
950 (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)
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:
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 assessed or calculated scour condition. Scour is determined to be within the limits of footing or piles by assessment, 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 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 not over waterway. (1)
Future 114:
11972 (1) ·
12666 (1) ·
133595 (1) ·
1647 (1) ·
175235 (1) ·
18651 (1) ·
200 (1) ·
20400 (1) ·
23076 (1) ·
250 (1) ·
25158 (1) ·
28501 (1) ·
28801 (1) ·
300 (1) ·
30362 (1) ·
36435 (1) ·
37129 (1) ·
39038 (1) ·
61593 (1) ·
62283 (1) ·
62460 (1) ·
694 (1) ·
7101 (1) ·
73000 (1) ·
78700 (1) ·
80678 (1) ·
90220 (1)
Clearance 116:
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