Drilldown: bridge data
From Indian River Lagoon Project
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12156 (1) ·
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County 003:
Place 004:
Route 005d:
Direction 005e:
Features 006a:
'C-15 Canal ' (1) ·
'Canal ' (1) ·
'Cnl.Trib. to Turnbull Ck' (1) ·
'CSX Railroad ' (1) ·
'E-1 CANAL ' (1) ·
'E-1-E CANAL ' (1) ·
'Eau-Gallie River ' (1) ·
'F.P.F.W.C.D. Canal No. 1' (1) ·
'I 95 SR 9 ' (1) ·
'I-4 ' (1) ·
'I-95 (SR-9) ' (1) ·
'Intracoastal Waterway ' (1) ·
'Intracoastal Waterway ' (1) ·
'Kings Road ' (1) ·
'L-14 CANAL ' (1) ·
'L-5 CANAL ' (1) ·
'LATERAL CANAL L-5 ' (1) ·
'LWDD E-1 CANAL ' (1) ·
'M CANAL ' (1) ·
'OKEECHOBEE BLVD ' (1) ·
'ORANGE CANAL ' (1) ·
'Pine Street ' (1) ·
'Ryan's Canal ' (1) ·
'SFWMD C-51 CANAL ' (1) ·
'SHAWANO DRAINAGE DITCH ' (1) ·
'SR-524 ' (1) ·
'SR-528 ' (1) ·
'St Johns River ' (1) ·
'Trib To Turnbull Creek ' (1) ·
'Young Canal ' (1) ·
Indian River Relief East (1)
Critical 006b:
Facility 007:
'AUSTRALIAN AVE NB ' (1) ·
'AUSTRALIAN AVE SB ' (1) ·
'BOB W RD 130TH ST.' (1) ·
'BROWNS FARM/CR-827' (1) ·
'Clint Moore Road ' (1) ·
'CR-726 CITRUS BLVD' (1) ·
'EB SR 802 Lake Ave' (1) ·
'Hurley Blvd ' (1) ·
'JOG ROAD ' (1) ·
'JOG ROAD (NB) ' (1) ·
'JOG ROAD (SB) ' (1) ·
'KIMBERLY BLVD. WB ' (1) ·
'MARINA BLVD. ' (1) ·
'NB I 95 SR 9 ' (1) ·
'Peninsula Corp Dr ' (1) ·
'Saxon Blvd WB ' (1) ·
'SB I 95 to Cong Av' (1) ·
'SEMINOLE/PRATTWHT.' (1) ·
'SR-407 ' (1) ·
'SR-407 NB ' (1) ·
'SR-518 ' (1) ·
'SR-528 ' (1) ·
'SR-528 EB ' (1) ·
'SR-528 WB ' (1) ·
'SR-713 (Kings Hwy)' (1) ·
'SR91 N/S TPK 96.55' (1) ·
'WB SR 802 Lake Ave' (1) ·
'Williams Road ' (1) ·
SR-520 (1)
Number 008:
700084 (1) ·
700085 (1) ·
700086 (1) ·
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700089 (1) ·
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934488 (1) ·
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934943 (1) ·
934944 (1) ·
940143 (1)
Location 009:
'.5mi So. of St Lucie Blvd' (1) ·
'0.25 W of Turnbull Bay Rd' (1) ·
'0.2MI E OF SR-7 (US-441) ' (1) ·
'0.2MI E OF US-441 (SR-7) ' (1) ·
'0.5MI EAST OF I-95 ' (1) ·
'0.6 MILE WEST OF US-1 ' (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 mile North of CR-40A ' (1) ·
'1 mi S of Malabar Rd ' (1) ·
'1 mile N of SR 794 Yamato' (1) ·
'1 mile S of Linton Blvd ' (1) ·
'1.3 mile S of Linton Rd. ' (1) ·
'1.3mi. South of Linton ' (1) ·
'2.2 Mi East of SR-528 ' (1) ·
'2.7 MI WEST OF SR-9 I-95 ' (1) ·
'2.9 Mi East of SR-528 ' (1) ·
'4MI N OF OKEECHOBEE BLVD.' (1) ·
'5.8Mi. E of SR-710 ' (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) ·
'Lake Ave / ICWW ' (1) ·
'Lake Ave. / ICWW ' (1) ·
'Saxon Blvd WB - I-4 ' (1) ·
'SR-407 NB at SR-528 WB ' (1) ·
'SR-518 over Eau-Gallie R.' (1) ·
'SR-528 EB over Pine St. ' (1) ·
'SR-528 EB-St Johns River ' (1) ·
'SR-528 WB over Pine St. ' (1) ·
'SR-528 WB-St Johns River ' (1) ·
SR-520 - Indian River Relief (1)
Latitude 016:
26195136 (1) ·
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28270757 (1) ·
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28271054 (1) ·
28283186 (1) ·
28291220 (1) ·
28544052 (1) ·
29021899 (1) ·
29024857 (1)
Longitude 017:
80022882 (1) ·
80024618 (1) ·
80035653 (1) ·
80035730 (1) ·
80052320 (1) ·
80052390 (1) ·
80052546 (1) ·
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80084210 (1) ·
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80120923 (1) ·
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80182538 (1) ·
80222157 (1) ·
80235569 (1) ·
80293882 (1) ·
80390094 (1) ·
80423456 (1) ·
80424640 (1) ·
80454885 (1) ·
80454886 (1) ·
80493553 (1) ·
80505570 (1) ·
80511334 (1) ·
80512324 (1) ·
80522877 (1) ·
80534962 (1) ·
80534993 (1) ·
80574874 (1) ·
80575726 (1) ·
81161842 (1)
Owner 022:
Built 027: (Click arrow to add another value)
Traffic 029:
101000 (1) ·
1051 (1) ·
1052 (1) ·
12500 (1) ·
13300 (1) ·
143 (1) ·
16427 (1) ·
16428 (1) ·
16500 (1) ·
16600 (1) ·
17500 (1) ·
19000 (1) ·
200 (1) ·
21000 (1) ·
21300 (1) ·
21400 (1) ·
2341 (1) ·
23500 (1) ·
24000 (1) ·
255 (1) ·
3400 (1) ·
35500 (1) ·
36000 (1) ·
36794 (1) ·
38000 (1) ·
45360 (1) ·
6100 (1) ·
6800 (1) ·
6900 (1) ·
7350 (1) ·
77000 (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:
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) ·
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 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:
10583 (1) ·
11798 (1) ·
11972 (1) ·
1272 (1) ·
12752 (1) ·
133595 (1) ·
165 (1) ·
175235 (1) ·
20400 (1) ·
23076 (1) ·
250 (1) ·
28501 (1) ·
28628 (1) ·
28801 (1) ·
300 (1) ·
30362 (1) ·
32965 (1) ·
36435 (1) ·
36956 (1) ·
37129 (1) ·
4062 (1) ·
40772 (1) ·
41640 (1) ·
5899 (1) ·
61593 (1) ·
62283 (1) ·
62460 (1) ·
65930 (1) ·
73000 (1) ·
78700 (1)
Clearance 116:
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