Drilldown: bridge data
From Indian River Lagoon Project
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ObjectID:
12223 (1) ·
13674 (1) ·
13675 (1) ·
13676 (1) ·
15209 (1) ·
15210 (1) ·
15211 (1) ·
15212 (1) ·
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19539 (1)
County 003:
Place 004:
Route 005d:
Direction 005e:
Features 006a:
'Alamana Canal ' (1) ·
'BESSEY CREEK ' (1) ·
'C-15 Canal ' (1) ·
'C-18 Canal ' (1) ·
'COUNTY LINE CANAL C-23 ' (1) ·
'CSX Railroad ' (1) ·
'Deep Creek ' (1) ·
'DRAINAGE CANAL ' (1) ·
'DRAINAGE DITCH ' (1) ·
'E-1 CANAL ' (1) ·
'F.P.F.W.C.D. Canal No. 1' (1) ·
'HUNGRYLAND CANAL C-18 ' (1) ·
'I-95 (SR-9) ' (1) ·
'Indian River ' (1) ·
'Lake Ashby Canal ' (1) ·
'LATERAL CANAL L-5 ' (1) ·
'M CANAL ' (1) ·
'PHIPP CANAL ' (1) ·
'SHAWANO DRAINAGE DITCH ' (1) ·
'SR 91 TPK ' (1) ·
'ST LUCIE CANAL ' (1)
Critical 006b:
Facility 007:
'BOB W RD 130TH ST.' (1) ·
'BROWNS FARM/CR-827' (1) ·
'CR712 MDWYRD 150.3' (1) ·
'EB SR-710 ' (1) ·
'NB I 95 SR 9 ' (1) ·
'Peninsula Corp Dr ' (1) ·
'SB I 95 to Cong Av' (1) ·
'SEMINOLE/PRATTWHT.' (1) ·
'SR 91 TPK 120.25 ' (1) ·
'SR 91 TPK 137.25 ' (1) ·
'SR 91 TPK SB 131.0' (1) ·
'SR-415 ' (1) ·
'SR-520 ' (1) ·
'SR-710 ' (1) ·
'SR-713 (Kings Hwy)' (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 N/S TPK 96.55' (1) ·
'SR91 TPK 134.1 ' (1)
Number 008:
700171 (1) ·
790033 (1) ·
790034 (1) ·
790035 (1) ·
890066 (1) ·
890067 (1) ·
890070 (1) ·
890073 (1) ·
890074 (1) ·
890075 (1) ·
890077 (1) ·
890078 (1) ·
890082 (1) ·
890083 (1) ·
890085 (1) ·
930120 (1) ·
930121 (1) ·
930239 (1) ·
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930444 (1) ·
930445 (1) ·
930447 (1) ·
934151 (1) ·
934488 (1) ·
934518 (1) ·
940050 (1) ·
940061 (1) ·
940066 (1) ·
940143 (1)
Location 009:
'.5mi So. of St Lucie Blvd' (1) ·
'0.25MI SOUTH OF SR-708 ' (1) ·
'0.5 Mile East of U.S 1 ' (1) ·
'0.51MI SOUTH OF SR-714 ' (1) ·
'0.5mi East of SR-786 ' (1) ·
'0.76 MI SOUTH OF SR 80 ' (1) ·
'0.85 mile South of Linton' (1) ·
'1 mile S of Linton Blvd ' (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 mile S of Linton Rd. ' (1) ·
'1.3mi. South of Linton ' (1) ·
'1.6 MI N OF MARTIN CO ' (1) ·
'1.8MI NORTH OF SR-708 ' (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) ·
'4MI N OF OKEECHOBEE BLVD.' (1) ·
'6 MI N OF PLM BEACH CO LI' (1) ·
'6.4 MI S OF INDIAN RVR CO' (1) ·
'9.5 MI S OF CR-880 ' (1) ·
'AT SR-7 (Range Line Rd) ' (1) ·
'SR-415 - Alamana Canal ' (1) ·
'SR-415 - Deep Creek ' (1) ·
'SR-415 - Lake Ashby Canal' (1)
Latitude 016:
26251431 (1) ·
26251444 (1) ·
26252840 (1) ·
26290151 (1) ·
26320076 (1) ·
26401030 (1) ·
26455392 (1) ·
26500886 (1) ·
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28212138 (1) ·
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28563417 (1)
Longitude 017:
80052320 (1) ·
80052546 (1) ·
80052570 (1) ·
80052717 (1) ·
80090356 (1) ·
80102169 (1) ·
80111971 (1) ·
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80134794 (1) ·
80142184 (1) ·
80142789 (1) ·
80144509 (1) ·
80144523 (1) ·
80145730 (1) ·
80162980 (1) ·
80180137 (1) ·
80182538 (1) ·
80184796 (1) ·
80193471 (1) ·
80195431 (1) ·
80202976 (1) ·
80230229 (1) ·
80235569 (1) ·
80293882 (1) ·
80344892 (1) ·
80432467 (1) ·
81060965 (1) ·
81063625 (1) ·
81080270 (1)
Owner 022:
Built 027: (Click arrow to add another value)
Traffic 029:
Service On 042a: (Click arrow to add another value)
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 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)
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 not over waterway. (1)
Future 114:
Clearance 116:
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