Drilldown: bridge data
From Indian River Lagoon Project
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- definition (254)
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Use the filters below to narrow your results.
ObjectID:
County 003:
Place 004:
Route 005d:
Direction 005e:
Features 006a:
'Alamana Canal ' (1) ·
'BESSEY CREEK ' (1) ·
'BOYNTON CANAL C-16 ' (1) ·
'C-18 Canal ' (1) ·
'Canal ' (1) ·
'CANAL C-24 ' (1) ·
'COUNTY LINE CANAL C-23 ' (1) ·
'CR 709 & FECRR ' (1) ·
'Deep Creek ' (1) ·
'DRAINAGE CANAL ' (1) ·
'DRAINAGE DITCH ' (1) ·
'FEC Railroad ' (1) ·
'Five Mile Creek ' (1) ·
'Galiano Rd & C-24 Canal ' (1) ·
'Galiano Rd. & C-24 Canal' (1) ·
'Gatlin Blvd ' (1) ·
'HUNGRYLAND CANAL C-18 ' (1) ·
'Indian River ' (1) ·
'Intracoastal Waterway ' (1) ·
'Lake Ashby Canal ' (1) ·
'MAPLE CREEK ' (1) ·
'PHIPP CANAL ' (1) ·
'SFC CANAL NO 1 ' (1) ·
'SR 91 TPK ' (1) ·
'SR 91 TPK (STUART INT) ' (1) ·
'SR-507 ' (1) ·
'SR-91 (FL TPK) ' (1) ·
'ST LUCIE CANAL ' (1) ·
'Ten Mile Creek ' (1)
Critical 006b:
Facility 007:
'CONGRESS AVE ' (1) ·
'CR-707(Citrus Ave)' (1) ·
'CR712 MDWYRD 150.3' (1) ·
'EB SR-710 ' (1) ·
'MAPP RD ' (1) ·
'NB I-95 (SR 9) ' (1) ·
'NB I-95 (SR-9) ' (1) ·
'Okeechobee Rd. ' (1) ·
'Pinehurst Ave N ' (1) ·
'SB I-95 (SR 9) ' (1) ·
'SB I-95 (SR-9) ' (1) ·
'SOUTH BEND BLVD. ' (1) ·
'SR 91 TPK 120.25 ' (1) ·
'SR 91 TPK 137.25 ' (1) ·
'SR 91 TPK SB 131.0' (1) ·
'SR-415 ' (1) ·
'SR-507 ' (1) ·
'SR-520 ' (1) ·
'SR-710 ' (1) ·
'SR91 N/S TPK 115.5' (1) ·
'SR91 N/S TPK 123.9' (1) ·
'SR91 N/S TPK 125.2' (1) ·
'SR91 N/S TPK 126.5' (1) ·
'SR91 N/S TPK 127.3' (1) ·
'SR91 N/S TPK 127.9' (1) ·
'SR91 N/S TPK 135.6' (1) ·
'SR91 N/S TPK 138.1' (1) ·
'SR91 N/S TPK 139.7' (1) ·
'SR91 N/S TPK 167.2' (1) ·
'SR91 SB TPK 134.32' (1) ·
'SR91 TPK 134.1 ' (1) ·
'W LAKE RD CR-717 ' (1) ·
'WB PGA Blvd. ' (1)
Number 008:
Location 009:
'.5 miles South of SR-70 ' (1) ·
'.75 Mile South Midway Rd.' (1) ·
'0.25MI SOUTH OF SR-708 ' (1) ·
'0.2MI S OF FLORESTA DR ' (1) ·
'0.5 Mile East of U.S 1 ' (1) ·
'0.51MI SOUTH OF SR-714 ' (1) ·
'0.5mi East of SR-786 ' (1) ·
'0.8Mi NORTH OF CR-804 ' (1) ·
'0.9 mi N of Wickham Rd ' (1) ·
'1.0MI NORTH OF SR-708 ' (1) ·
'1.0MI SOUTH OF SR-706 ' (1) ·
'1.3 MI N OF STUART INTRCH' (1) ·
'1.3 miles east of I-95 ' (1) ·
'1.5 Mi. S of SR-70 ' (1) ·
'1.6 MI N OF MARTIN CO ' (1) ·
'1.8MI NORTH OF SR-708 ' (1) ·
'1.8MI W OF SR-15 ' (1) ·
'1.9MI S of CR-714 ' (1) ·
'1000'W of SR5 & E ofSR811' (1) ·
'2 mi. N of Gatlin Blvd. ' (1) ·
'2.2 MI SOUTH OF SR-76 ' (1) ·
'2.5MI NORTH OF CO LINE ' (1) ·
'2.6 MI NORTH OF SR-714 ' (1) ·
'2.6 MI S OF FT PIER INTCH' (1) ·
'3 Miles West of SR-786 ' (1) ·
'3.4MI NORTH OF SR-714 ' (1) ·
'3.7MI S/O STUART INT. ' (1) ·
'4.3 m N of Martin Co Line' (1) ·
'6 MI N OF PLM BEACH CO LI' (1) ·
'6.4 MI S OF INDIAN RVR CO' (1) ·
'Citrus Ave/FEC RR ' (1) ·
'SR-415 - Alamana Canal ' (1) ·
'SR-415 - Deep Creek ' (1) ·
'SR-415 - Lake Ashby Canal' (1) ·
'SR-507 over Crane Creek ' (1) ·
'STUART TPK INTERCHANGE ' (1)
Latitude 016:
Longitude 017:
Owner 022:
Built 027: (Click arrow to add another value)
Traffic 029:
Service On 042a:
Service Under 042b:
Kind 043a:
Type 043b:
Length 049:
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)
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:
Rebuilt 106:
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 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)
Future 114:
Clearance 116:
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