Drilldown: bridge data
From Indian River Lagoon Project
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ObjectID:
12235 (1) ·
12240 (1) ·
13737 (1) ·
15739 (1) ·
15740 (1) ·
15741 (1) ·
15742 (1) ·
15744 (1) ·
15782 (1) ·
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County 003:
Place 004:
Route 005d:
Features 006a:
'4th St. and Canal D ' (1) ·
'90th Ave. ' (1) ·
'C-133 Canal ' (1) ·
'C-15 Canal ' (1) ·
'C-44 Intake Canal ' (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) ·
'Halifax Canal ' (1) ·
'I 95 & CSXRR & Canal ' (1) ·
'I-4 ' (1) ·
'I-95 (SR-9) ' (1) ·
'L-14 CANAL ' (1) ·
'L-5 CANAL ' (1) ·
'LATERAL A CANAL ' (1) ·
'LATERAL CANAL L-5 ' (1) ·
'Little Tomoka River ' (1) ·
'M CANAL ' (1) ·
'Main Relief Canal ' (1) ·
'PAHOKEE DRAIN CANAL M-2 ' (1) ·
'SFWMD C-51 CANAL ' (1) ·
'SHAWANO DRAINAGE DITCH ' (1) ·
'SR 60 ' (1) ·
'SR-46 ' (1) ·
'St. Johns River Relief ' (1) ·
'St. Lucie Canal/SR-76 ' (1) ·
'Tomoka River ' (1) ·
Indian River Relief East (1)
Critical 006b:
Facility 007:
'49th St Lindsey Rd' (1) ·
'66th Avenue ' (1) ·
'BOB W RD 130TH ST.' (1) ·
'BROWNS FARM/CR-827' (1) ·
'CR-611 (45th ST.) ' (1) ·
'CR726 (Citrus Blv)' (1) ·
'Daytona Avenue ' (1) ·
'HATTON HIGHWAY ' (1) ·
'I-4 EB ' (1) ·
'I-4 WB ' (1) ·
'I-95 ' (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) ·
'Saxon Blvd WB ' (1) ·
'SB I 95 to Cong Av' (1) ·
'SEMINOLE/PRATTWHT.' (1) ·
'Spanish River Blvd' (1) ·
'SR 9 (I-95) ' (1) ·
'SR-415 ' (1) ·
'SR-518 ' (1) ·
'SR-710 WB ' (1) ·
'SR-713 (Kings Hwy)' (1) ·
'SR91 N/S TPK 96.55' (1) ·
'Tymber Creek Road ' (1) ·
SR-520 (1)
Number 008:
700191 (1) ·
700196 (1) ·
700230 (1) ·
790166 (1) ·
790201 (1) ·
790202 (1) ·
790220 (1) ·
794194 (1) ·
795504 (1) ·
880100 (1) ·
880101 (1) ·
880102 (1) ·
884099 (1) ·
884102 (1) ·
884103 (1) ·
890162 (1) ·
894057 (1) ·
894058 (1) ·
930442 (1) ·
930443 (1) ·
930444 (1) ·
930445 (1) ·
930447 (1) ·
930552 (1) ·
934151 (1) ·
934271 (1) ·
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934273 (1) ·
934315 (1) ·
934488 (1) ·
934518 (1) ·
934553 (1) ·
934943 (1) ·
934944 (1) ·
940143 (1)
Location 009:
'.5mi So. of St Lucie Blvd' (1) ·
'0.02 MI S/O LPGA Blvd ' (1) ·
'0.2 Miles North of SR 40 ' (1) ·
'0.2MI E OF SR-7 (US-441) ' (1) ·
'0.6MI S of SOUTHERN BLVD ' (1) ·
'0.76 MI SOUTH OF SR 80 ' (1) ·
'0.7Mi South of SR-60 ' (1) ·
'0.8 MI N of LANTANA ROAD ' (1) ·
'0.85 mile South of Linton' (1) ·
'1 mile S of Linton Blvd ' (1) ·
'1.2MI S OF US-98 ' (1) ·
'1.3 mile S of Linton Rd. ' (1) ·
'1.3mi. South of Linton ' (1) ·
'1.74 Miles E of SR-710 ' (1) ·
'2.0 mi S of SR-60 ' (1) ·
'2.1 Miles East of CR-609 ' (1) ·
'4.85 Miles E of SR-710 ' (1) ·
'4MI N OF OKEECHOBEE BLVD.' (1) ·
'50FT E OF SR-7 (US-441) ' (1) ·
'9.5 MI S OF CR-880 ' (1) ·
'AT CR-615 (66TH AVE.) ' (1) ·
'At CR-615 (66th Ave) ' (1) ·
'AT SOUTHERN BLVD. ' (1) ·
'AT SR-7 (Range Line Rd) ' (1) ·
'I-4 EB over Tomoka River ' (1) ·
'I-4 WB over Tomoka River ' (1) ·
'I-95 over SR-46 ' (1) ·
'I-95 over SR-60 ' (1) ·
'Saxon Blvd WB - I-4 ' (1) ·
'Spanish R & I95 Csxrr Can' (1) ·
'SR-415 -St. Johns Relief ' (1) ·
'SR-518 over Eau-Gallie R.' (1) ·
SR-520 - Indian River Relief (1)
Latitude 016:
26195136 (1) ·
26230988 (1) ·
26251431 (1) ·
26251444 (1) ·
26252840 (1) ·
26290151 (1) ·
26320076 (1) ·
26360954 (1) ·
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28212382 (1) ·
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28485627 (1) ·
28544052 (1) ·
29090099 (1) ·
29090120 (1) ·
29144552 (1) ·
29152450 (1)
Longitude 017:
80052320 (1) ·
80052546 (1) ·
80052570 (1) ·
80052717 (1) ·
80061969 (1) ·
80084210 (1) ·
80084271 (1) ·
80084275 (1) ·
80084953 (1) ·
80102169 (1) ·
80115706 (1) ·
80120923 (1) ·
80121591 (1) ·
80182538 (1) ·
80231002 (1) ·
80235569 (1) ·
80255958 (1) ·
80271798 (1) ·
80274550 (1) ·
80274570 (1) ·
80274780 (1) ·
80293882 (1) ·
80304170 (1) ·
80304412 (1) ·
80310299 (1) ·
80325180 (1) ·
80390094 (1) ·
80423456 (1) ·
80521049 (1) ·
81022149 (1) ·
81051410 (1) ·
81051478 (1) ·
81074440 (1) ·
81112630 (1) ·
81161842 (1)
Owner 022:
Built 027: (Click arrow to add another value)
Traffic 029:
101 (1) ·
101000 (1) ·
12500 (1) ·
1286 (1) ·
13300 (1) ·
16427 (1) ·
16428 (1) ·
16600 (1) ·
1700 (1) ·
17500 (1) ·
19250 (1) ·
200 (1) ·
21000 (1) ·
21400 (1) ·
21500 (1) ·
2400 (1) ·
255 (1) ·
2600 (1) ·
29000 (1) ·
35500 (1) ·
36000 (1) ·
36794 (1) ·
4100 (1) ·
43500 (1) ·
45360 (1) ·
5450 (1) ·
555 (1) ·
6900 (1) ·
77000 (1) ·
9150 (1) ·
9229 (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) ·
No noticeable or noteworthy deficiencies which affect the condition of the culvert. Insignificant scrape marks caused by drift. (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 (including piles) on dry land well above flood water elevations. (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 (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:
11167 (1) ·
11972 (1) ·
133595 (1) ·
1454 (1) ·
15875 (1) ·
175 (1) ·
175235 (1) ·
20400 (1) ·
23076 (1) ·
250 (1) ·
28501 (1) ·
2880 (1) ·
28801 (1) ·
2950 (1) ·
300 (1) ·
30362 (1) ·
3120 (1) ·
33399 (1) ·
36435 (1) ·
37129 (1) ·
37303 (1) ·
50315 (1) ·
61593 (1) ·
62283 (1) ·
62460 (1) ·
7118 (1) ·
73000 (1) ·
75472 (1) ·
75473 (1) ·
78700 (1) ·
9456 (1) ·
963 (1)
Clearance 116:
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