Drilldown: bridge data
From Indian River Lagoon Project
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- Event (169)
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- Waterbody (27)
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- bridge data (1468)
- definition (254)
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Use the filters below to narrow your results.
ObjectID:
Status: (Click arrow to add another value)
County 003:
Place 004: (Click arrow to add another value)
Direction 005e:
Features 006a:
'C-104 CANAL ' (1) ·
'CANAL C-104 ' (1) ·
'CANAL C-108 ' (1) ·
'CANAL C-24 ' (1) ·
'CR 712 (Midway Road) ' (1) ·
'CR-5A ' (1) ·
'CR-712 Midway Road ' (1) ·
'Crane Creek ' (1) ·
'Crane Creek Canal L-7 ' (1) ·
'ELKCAM CANAL ' (1) ·
'ELKCAM WATERWAY ' (1) ·
'FORK OF ST. LUCIE RIVER ' (1) ·
'Gatlin Blvd ' (1) ·
'HOWARD CREEK ' (1) ·
'Long Creek ' (1) ·
'N. Fork St. Lucie River ' (1) ·
'SR-91 (FL TURNPIKE) ' (1) ·
'ST. LUCIE RIVER ' (1) ·
Indian River ICW (1)
Critical 006b:
Facility 007:
'AIROSO BLVD. ' (1) ·
'Dubber Road ' (1) ·
'DUNN ROAD ' (1) ·
'EB Prt St Lucie Bd' (1) ·
'EB St. Lucie Blvd.' (1) ·
'FLORESTA DR ' (1) ·
'Fountainhead Blvd.' (1) ·
'I-95 ' (1) ·
'JORGENSEN RD ' (1) ·
'NB I-95 (S.R. 9) ' (1) ·
'NB I-95 (SR-9) ' (1) ·
'NORTH MACEDO BLVD ' (1) ·
'PORT ST LUCIE BLVD' (1) ·
'PRIMA VISTA BLVD. ' (1) ·
'SAVONA BLVD. ' (1) ·
'SB I-95 (S.R. 9) ' (1) ·
'SB I-95 (SR-9) ' (1) ·
'SELVITZ RD. ' (1) ·
'SELVITZ ROAD ' (1) ·
'SOUTH BEND BLVD. ' (1) ·
'ST LUCIE W BLVD WB' (1) ·
'WB St. Lucie Blvd.' (1) ·
'WESTMORELAND BLVD ' (1) ·
SR-518 (1)
Number 008:
700156 (1) ·
700184 (1) ·
705601 (1) ·
705603 (1) ·
940108 (1) ·
940109 (1) ·
940111 (1) ·
940112 (1) ·
940139 (1) ·
940140 (1) ·
940144 (1) ·
944008 (1) ·
944011 (1) ·
944012 (1) ·
944013 (1) ·
945250 (1) ·
945251 (1) ·
945252 (1) ·
945253 (1) ·
945254 (1) ·
945256 (1) ·
945270 (1) ·
945271 (1) ·
945272 (1) ·
949901 (1)
Location 009:
'0.1 mi E of Wickham Road ' (1) ·
'0.1MI W OF BAYSHORE BLVD.' (1) ·
'0.2MI N OF NW BAYSHORE BL' (1) ·
'0.2MI S OF FLORESTA DR ' (1) ·
'0.2MI S OF N MACEDO BLVD.' (1) ·
'0.5MI N of GATLIN BLVD. ' (1) ·
'0.5MI Nof PT ST LUCIE BLD' (1) ·
'0.5MI S of CR 712 ' (1) ·
'0.5MI S of CR-712 ' (1) ·
'0.5MI W OF NW ST JAMES DR' (1) ·
'0.6MI W OF US-1 ' (1) ·
'0.8 MI W OF US-1 ' (1) ·
'0.9 MI W OF US-1 ' (1) ·
'1.6MI Nof PT ST LUCIE BLD' (1) ·
'1.8mi. East of SR-91 ' (1) ·
'100 ft West of Ruffner Rd' (1) ·
'2mi. East of SR-91 ' (1) ·
'4.3 m N of Martin Co Line' (1) ·
'5.7MI W OF US-1 ' (1) ·
'I-95 over Midway Road ' (1) ·
I-95 NB and CR-5A (1) ·
SR-518 over Indian River (1)
Latitude 016:
27153115 (1) ·
27154364 (1) ·
27155060 (1) ·
27155288 (1) ·
27155561 (1) ·
27161021 (1) ·
27161795 (1) ·
27161803 (1) ·
27161895 (1) ·
27164934 (1) ·
27173773 (1) ·
27190428 (1) ·
27192572 (1) ·
27193001 (1) ·
27201582 (1) ·
27201586 (1) ·
27201587 (1) ·
27220029 (1) ·
27220118 (1) ·
27222697 (1) ·
27222932 (1) ·
28042875 (1) ·
28070604 (1) ·
28075792 (1) ·
28461701 (1)
Longitude 017:
80172570 (1) ·
80192218 (1) ·
80192691 (1) ·
80193090 (1) ·
80195445 (1) ·
80195964 (1) ·
80200618 (1) ·
80200930 (1) ·
80205857 (1) ·
80213056 (1) ·
80214554 (1) ·
80215355 (1) ·
80215969 (1) ·
80221826 (1) ·
80222500 (1) ·
80222755 (1) ·
80231068 (1) ·
80243196 (1) ·
80243677 (1) ·
80251811 (1) ·
80252110 (1) ·
80370269 (1) ·
80373635 (1) ·
80401763 (1) ·
80533778 (1)
Owner 022:
Built 027:
Traffic 029:
Service On 042a:
Service Under 042b:
Kind 043a:
Type 043b:
Length 049:
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)
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 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:
Clearance 116:
Showing below up to 25 results in range #1 to #25.
