Drilldown: bridge data
From Indian River Lagoon Project
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- Event (169)
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Use the filters below to narrow your results.
ObjectID:
County 003:
Place 004:
Route 005d:
Features 006a:
'Belvedere Road ' (1) ·
'BESSEY CREEK ' (1) ·
'C-52 Canal ' (1) ·
'Crane Creek Canal L-7 ' (1) ·
'E-1 Canal ' (1) ·
'E-1-E CANAL ' (1) ·
'FL. TPK. SR-91 ' (1) ·
'Florida Turnpike (SR-91)' (1) ·
'FLORIDA TURNPIKE SR-91 ' (1) ·
'Frazier Creek ' (1) ·
'Habitat Connectivity ' (1) ·
'Konomac Canal ' (1) ·
'KRUEGER CREEK ' (1) ·
'L-6 Canal ' (1) ·
'LEVEE NO.8 ' (1) ·
'LWDD E-2E Canal ' (1) ·
'MAPLE CREEK ' (1) ·
'OUTFALL SLOUGH ' (1) ·
'Reed Canal ' (1) ·
'Sebastian Canal East ' (1) ·
'SR-91 (Fl. Tpk.) ' (1)
Critical 006b:
Facility 007:
'Becker Rd. ' (1) ·
'CR-A1A(OCEAN BLVD)' (1) ·
'Fort Florida Road ' (1) ·
'Fountainhead Blvd.' (1) ·
'Hypoluxo Rd ' (1) ·
'JOG ROAD ' (1) ·
'LANTANA RD.CR-812 ' (1) ·
'Lantana Road ' (1) ·
'MAPP RD ' (1) ·
'MURPHY RD ' (1) ·
'NB I 95 SR 9 ' (1) ·
'PGA Blvd. (SR 786)' (1) ·
'SANDALFOOT BLVD ' (1) ·
'Saul Street ' (1) ·
'SR-40 EB ' (1) ·
'SR-5 (US-1) ' (1) ·
'SR-60 EB ' (1) ·
'SR-714 ' (1) ·
'SR-807 Congress Av' (1) ·
'SR-80WB (Southern)' (1) ·
'SR91 NB TPK 178.03' (1) ·
'SR91 SB TPK 178.03' (1) ·
'Wilden Road ' (1)
Number 008:
704085 (1) ·
705603 (1) ·
790195 (1) ·
794162 (1) ·
796518 (1) ·
880058 (1) ·
880066 (1) ·
880091 (1) ·
890002 (1) ·
890112 (1) ·
890120 (1) ·
890159 (1) ·
894033 (1) ·
930265 (1) ·
930407 (1) ·
930466 (1) ·
930486 (1) ·
934297 (1) ·
934360 (1) ·
934362 (1) ·
934366 (1) ·
934403 (1) ·
941001 (1)
Location 009:
'0.1 mi E of Wickham Road ' (1) ·
'0.1 mi W of Fleming Grant' (1) ·
'0.3 Mi. W of SE Bosko Dr ' (1) ·
'0.3MI E OF SR-7 US-441 ' (1) ·
'0.4MI NW OF HIGH MEADOW ' (1) ·
'1 mile North of SR 80 ' (1) ·
'1.0M S OF OKEECHOBEE BLVD' (1) ·
'1.0mile south of SR-80 ' (1) ·
'1.9MI S of CR-714 ' (1) ·
'100ft E of Fla Turnpike ' (1) ·
'15 MI S OF SR 60 ' (1) ·
'15 MI SOUTH OF SR 60 ' (1) ·
'2.2 mi West of US-17/92 ' (1) ·
'2MI E of SR-76 ' (1) ·
'2Mi. West of CR-512 ' (1) ·
'ADJACENT TO US-441 ' (1) ·
'At Reed Canal Road ' (1) ·
'AT SR-7 & Hypoluco Rd ' (1) ·
'PUMP STA AT 20 MI BEND ' (1) ·
'SR-40EB - Habitat Connect' (1) ·
'SR-5 S of Roosevelt BR ' (1) ·
'Tpk/PGA Blvd interchange ' (1) ·
'Turnpike at Stuart exit. ' (1)
Latitude 016:
26200974 (1) ·
26341358 (1) ·
26352535 (1) ·
26352894 (1) ·
26394300 (1) ·
26410722 (1) ·
26412597 (1) ·
26420393 (1) ·
26502106 (1) ·
27080035 (1) ·
27094100 (1) ·
27112563 (1) ·
27114950 (1) ·
27115100 (1) ·
27123412 (1) ·
27333350 (1) ·
27333415 (1) ·
27382573 (1) ·
27512302 (1) ·
28070604 (1) ·
28515436 (1) ·
29092945 (1) ·
29153158 (1)
Longitude 017:
80035976 (1) ·
80051800 (1) ·
80074689 (1) ·
80085094 (1) ·
80102240 (1) ·
80115311 (1) ·
80121942 (1) ·
80121946 (1) ·
80135670 (1) ·
80152514 (1) ·
80161820 (1) ·
80175123 (1) ·
80181600 (1) ·
80200100 (1) ·
80214953 (1) ·
80312618 (1) ·
80401763 (1) ·
80403784 (1) ·
80434234 (1) ·
80434242 (1) ·
81003691 (1) ·
81110743 (1) ·
81205307 (1)
Owner 022:
Built 027:
Traffic 029:
Service On 042a:
Service Under 042b:
Kind 043a:
Type 043b:
Length 049: (Click arrow to add another value)
Width 052:
Deck 058:
Superstructure 059: (Click arrow to add another value)
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:
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 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 23 results in range #1 to #23.
