Drilldown: bridge data
From Indian River Lagoon Project
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Status: (Click arrow to add another value)
County 003:
Place 004:
Route 005d:
Direction 005e:
Features 006a:
'14TH STREET CANAL ' (1) ·
'CSX Railroad ' (1) ·
'DRAINAGE DITCH ' (1) ·
'E-1 CANAL ' (1) ·
'E-1-E CANAL ' (1) ·
'Eau-Gallie River ' (1) ·
'F.P.F.W.C.D. Canal No. 1' (1) ·
'Hanson Grant Outlet ' (1) ·
'I-95 (SR-9) ' (1) ·
'INTRACOASTAL WATERWAY ' (1) ·
'Konomac Canal ' (1) ·
'L-5 CANAL ' (1) ·
'LATERAL CANAL L-5 ' (1) ·
'LWDD E-1 CANAL ' (1) ·
'LWDD LATERAL 14 CANAL ' (1) ·
'M CANAL ' (1) ·
'MAIN CANAL ' (1) ·
'MONTERREY WATERWAY ' (1) ·
'N Fork St. Lucie River ' (1) ·
'Sebastian Canal West ' (1) ·
'SR 706 & I-95/SR706 Ramp' (1) ·
'SR 706 To NB I 95 ' (1) ·
'SR-91 (FL. TPK.) ' (1) ·
'SR-91 (Fla. Turnpike) ' (1) ·
'SR-91 (Fla's. Turnpike) ' (1) ·
'SR-91 (Fla's.Turnpike) ' (1) ·
'SR-91 Fl. Tpk ' (1) ·
'St. Lucie Canal ' (1) ·
'Turkey Creek ' (1) ·
'Turnbull Creek (East) ' (1) ·
'Turnbull Creek (West) ' (1) ·
'W. Relief Indian River ' (1) ·
Indian River Relief East (1)
Critical 006b:
Facility 007:
'BOB W RD 130TH ST.' (1) ·
'Briar Creek Blvd. ' (1) ·
'COUNTRY CLUB DRIVE' (1) ·
'CR-603-IND RIV BLV' (1) ·
'EB 706 To SB I-95 ' (1) ·
'Fort Florida Road ' (1) ·
'I-95 (SR-9) ' (1) ·
'Indiantown Rd. ' (1) ·
'Jensen Bch. Cswy. ' (1) ·
'JOG ROAD (SB) ' (1) ·
'LAKERIDGE BLVD ' (1) ·
'LYONS ROAD ' (1) ·
'MARINA BLVD. ' (1) ·
'NB I-95 (SR-9) ' (1) ·
'PALMETTO PARK RD. ' (1) ·
'PALMETTO PARK ROAD' (1) ·
'Peninsula Corp Dr ' (1) ·
'PORT ST LUCIE BLVD' (1) ·
'SB I-95 (SR-9 ) ' (1) ·
'SB I-95 (SR-9) ' (1) ·
'SEMINOLE/PRATTWHT.' (1) ·
'SR-518 ' (1) ·
'SR-713 (Kings Hwy)' (1) ·
'SR-76(Kanner Hwy )' (1) ·
'SR-9(I-95) ' (1) ·
'SR91 N/S TPK 96.55' (1) ·
'Volco Road ' (1) ·
'WB Prt St Lucie Bd' (1) ·
'WB SR706 to SB I95' (1) ·
'Wilden Road ' (1) ·
SR-520 (1)
Number 008:
700191 (1) ·
700196 (1) ·
704086 (1) ·
705500 (1) ·
794131 (1) ·
794133 (1) ·
794162 (1) ·
884053 (1) ·
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934927 (1) ·
934943 (1) ·
934944 (1) ·
940143 (1) ·
940145 (1) ·
945273 (1)
Location 009:
'.15 mi W of Fleming Grant' (1) ·
'.25mi W OF I-95 ' (1) ·
'.5mi So. of St Lucie Blvd' (1) ·
'0.2MI E OF SR-7 (US-441) ' (1) ·
'0.2MI E OF US-441 (SR-7) ' (1) ·
'0.6 mi S of Pt Malabar Bl' (1) ·
'0.6MI S of SOUTHERN BLVD ' (1) ·
'0.76 MI SOUTH OF SR 80 ' (1) ·
'0.8 MILE EAST OF US-1 ' (1) ·
'0.8MI N OF LANTANA ROAD ' (1) ·
'1.3 mile S of Linton Rd. ' (1) ·
'1.3mi. South of Linton ' (1) ·
'1.4MI NORTH OF US-1 ' (1) ·
'1.5 Mi N/O SW Kanner Hwy ' (1) ·
'1.5 N of SW KANNER HWY ' (1) ·
'1mi N of SR-76(Kanner Hw)' (1) ·
'2 MILES N OF CR-708 ' (1) ·
'2.2 mi West of US-17/92 ' (1) ·
'2.5MI N OF INDIANTOWN RD ' (1) ·
'2mi. East of SR-91 ' (1) ·
'3.0 Miles West of US-1 ' (1) ·
'3.3 Miles West of US-1 ' (1) ·
'4.6MI W OF US-1 ' (1) ·
'4MI N OF OKEECHOBEE BLVD.' (1) ·
'50FT E OF SR-7 (US-441) ' (1) ·
'50FT. S OF 30TH STREET ' (1) ·
'AT SR-7 (Range Line Rd) ' (1) ·
'I 95 SR 706 Interchange ' (1) ·
'I-95 (2 mi. N. of SR-76) ' (1) ·
'I-95 / SR 706 Interchange' (1) ·
'PALMETTO PK RD US-441 SR7' (1) ·
'SR-518 over Eau-Gallie R.' (1) ·
'Tpk. SR 706 Interchange ' (1) ·
'Tpk. / SR 706 Interchange' (1) ·
'W. of Jensen Bch. Cswy. ' (1) ·
SR-520 - Indian River Relief (1)
Latitude 016:
25564070 (1) ·
26195136 (1) ·
26205893 (1) ·
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27512287 (1) ·
28003795 (1) ·
28074371 (1) ·
28212382 (1) ·
28515436 (1) ·
28543436 (1) ·
28544228 (1)
Longitude 017:
80043210 (1) ·
80052546 (1) ·
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80084275 (1) ·
80085370 (1) ·
80090683 (1) ·
80091289 (1) ·
80102114 (1) ·
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80112200 (1) ·
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80120027 (1) ·
80120923 (1) ·
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80133779 (1) ·
80144362 (1) ·
80155436 (1) ·
80160809 (1) ·
80161732 (1) ·
80164549 (1) ·
80164845 (1) ·
80170982 (1) ·
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80191739 (1) ·
80214773 (1) ·
80224294 (1) ·
80232401 (1) ·
80235569 (1) ·
80312721 (1) ·
80355219 (1) ·
80390094 (1) ·
80423456 (1) ·
80543046 (1) ·
80544759 (1) ·
80901477 (1) ·
81205307 (1)
Owner 022:
Built 027: (Click arrow to add another value)
Traffic 029:
10700 (1) ·
1140 (1) ·
12500 (1) ·
13300 (1) ·
13500 (1) ·
14000 (1) ·
15000 (1) ·
15700 (1) ·
16427 (1) ·
16428 (1) ·
16600 (1) ·
21000 (1) ·
21400 (1) ·
21500 (1) ·
22500 (1) ·
25 (1) ·
255 (1) ·
29250 (1) ·
32500 (1) ·
35500 (1) ·
428 (1) ·
45360 (1) ·
46500 (1) ·
48000 (1) ·
5200 (1) ·
640 (1) ·
742 (1) ·
76000 (1) ·
77000 (1) ·
8600 (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 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) ·
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:
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) ·
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:
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23423 (1) ·
24290 (1) ·
27000 (1) ·
27240 (1) ·
28501 (1) ·
28801 (1) ·
29 (1) ·
300 (1) ·
36435 (1) ·
37129 (1) ·
37302 (1) ·
50749 (1) ·
51387 (1) ·
535 (1) ·
61592 (1) ·
73000 (1) ·
731 (1) ·
78700 (1) ·
80678 (1) ·
83280 (1) ·
8675 (1) ·
898 (1)
Clearance 116:
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