Drilldown: bridge data
From Indian River Lagoon Project
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ObjectID:
12213 (1) ·
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19529 (1)
County 003:
Place 004:
Direction 005e:
Features 006a:
'BRANCH OF ICWW ' (1) ·
'CANAL ' (1) ·
'Creek ' (1) ·
'EL RIO CANAL ' (1) ·
'L-10 Canal ' (1) ·
'L-12 Canal ' (1) ·
'L-19 Canal ' (1) ·
'LATERAL A CANAL ' (1) ·
'LATERAL CANAL ' (1) ·
'Little Haw Swamp ' (1) ·
'OKEECHOBEE RIM CANAL ' (1) ·
'RIO MAR BAY ' (1) ·
'Rockledge Canal ' (1) ·
'S-5 Discharge Canal ' (1) ·
'Sykes Creek ' (1) ·
'TEN MILE CREEK ' (1) ·
'Turnbull Creek ' (1) ·
'Underhill Slough ' (1) ·
Addison Canal (1) ·
Canal (1) ·
Fiske Canal (1) ·
Horse Creek (1) ·
I-95 (1) ·
Indian River ICW (1) ·
Palm Canal (1) ·
Sebastian River (1) ·
Six Mile Creek (1) ·
Wickham Road (1)
Critical 006b:
Facility 007:
'21ST ST SW ' (1) ·
'61ST./PECAN GROVE ' (1) ·
'AUDUBON CSWY ' (1) ·
'CR-717 ' (1) ·
'GORDY ROAD ' (1) ·
'HIGHLAND GOLF CRSE' (1) ·
'I-95 ' (1) ·
'Indian Lake Road ' (1) ·
'JUPITER ISLAND PK ' (1) ·
'Lake Harney Road ' (1) ·
'Levee Road ' (1) ·
'Richland Ave ' (1) ·
'Truck Trail #12 ' (1) ·
'Turnbull Bay Road ' (1) ·
'VETERANS WALK ' (1) ·
Fiske Blvd Ramps (1) ·
Grant Rd. (1) ·
I-95 (1) ·
Micco Rd. (1) ·
SR-46 (1) ·
SR-518 (1) ·
US-1 (1) ·
Valkaria Road (1)
Number 008:
700157 (1) ·
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Location 009:
'.06mi E OF LANDS END ROAD' (1) ·
'.2MI E OF HOMEWOOD ROAD ' (1) ·
'0.4 mile East of SR-3 ' (1) ·
'0.5MI N OF JUPITER BCH RD' (1) ·
'0.8MI SOUTH OF SR-70 ' (1) ·
'1.0 Mi South of CR-827 ' (1) ·
'1.15 Mi S of SR-520 ' (1) ·
'1.9 MI WEST OF SR-715 ' (1) ·
'1.9 Miles West of US-1 ' (1) ·
'13.5 Mi S/O S/B E of US27' (1) ·
'2.3mi N on Indian Lake Rd' (1) ·
'21.0 Mi North of US-27 ' (1) ·
'300FT East of CR-717 ' (1) ·
'33FT E OF CR-611 43RD AVE' (1) ·
'4 Mi South of Maytown Rd.' (1) ·
'4.0 MI NW OF US-441 ' (1) ·
'6.3MI S of SoBay at US-27' (1) ·
'AT CR-615 (66TH AVE.) ' (1) ·
'INSIDE RIVERSIDE PARK ' (1) ·
'Lake George Conservation ' (1) ·
1.2 Mi S of Wickham R. (1) ·
1.3 Mi. East of CR-507 (1) ·
1.9MI E of Babcock St. (1) ·
4.2 Mi N of Sebastian River (1) ·
I-95 at Fiske Blvd. (1) ·
I-95 over Addison Canal (1) ·
I-95 over Wickham Road (1) ·
I-95 SB Fiske Blvd Ramp (1) ·
SR-46 over Six Mile Cr (1) ·
SR-518 over Indian River (1) ·
US-1 over Horse Creek (1) ·
US-1 over Sebastian River (1) ·
Valkaria Road and I-95 (1)
Latitude 016:
26270705 (1) ·
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29153934 (1)
Longitude 017:
80024030 (1) ·
80041914 (1) ·
80054787 (1) ·
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80424785 (1) ·
80430700 (1) ·
80443123 (1) ·
80443277 (1) ·
80470709 (1) ·
80492277 (1) ·
80510650 (1) ·
80543618 (1) ·
80573537 (1) ·
81013072 (1) ·
81091698 (1) ·
81211913 (1)
Owner 022:
Built 027:
Traffic 029:
Service On 042a:
Service Under 042b:
Kind 043a:
Type 043b:
Length 049:
Width 052:
Deck 058:
Superstructure 059:
Substructure 060:
Channel 061:
Bank and embankment protection is severely undermined. River control devices have severe damage. Large deposits of debris are in the channel. (1) ·
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:
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) ·
Large spalls, heavy scaling, wide cracks, considerable efflorescence or opened construction joint permitting loss of backfill. Considerable settlement or misalignment. Considerable scouring or erosion at curtain walls, wingwalls or pipes. Metal culverts have significant distortion and deflection throughout, extensive corrosion or deep 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: (Click arrow to add another value)
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 foundations determined to be stable for the assessed or calculated scour condition. Scour is determined to be above top of footing by assessment, by calculation 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 by assessment, 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:
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