Drilldown: bridge data
From Indian River Lagoon Project
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ObjectID:
12114 (1) ·
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County 003:
Place 004:
Route 005d:
Direction 005e:
Features 006a:
'ANGLE RD & BELCHER CANAL' (1) ·
'E-1 CANAL ' (1) ·
'Eau-Gallie River ' (1) ·
'F.P.F.W.C.D. Canal No. 1' (1) ·
'FECRR - Tymber Crk Rd ' (1) ·
'I-4 ' (1) ·
'I-95 ' (1) ·
'Kid Creek ' (1) ·
'L-5 CANAL ' (1) ·
'Lake Washington Road ' (1) ·
'Long Creek ' (1) ·
'LWDD LAT 30 CANAL ' (1) ·
'Milner's Canal ' (1) ·
'N Fork St. Lucie River ' (1) ·
'OUTFALL SLOUGH ' (1) ·
'RELIEF CANAL ' (1) ·
'Santiago Canal ' (1) ·
'Sebastian Inlet ' (1) ·
'SFWMD C-51 CANAL ' (1) ·
'SHAWANO DRAINAGE DITCH ' (1) ·
'SR 91 TPK ' (1) ·
'SR 91 TPK & CANAL ' (1) ·
'SR-518 ' (1) ·
'Tillman Canal ' (1) ·
'Tyson Creek ' (1) ·
'US-1 ' (1) ·
Indian River Relief East (1) ·
Lake Washington Road (1)
Critical 006b:
Facility 007:
'BARWICK RD ' (1) ·
'BOB W RD 130TH ST.' (1) ·
'BROWNS FARM/CR-827' (1) ·
'CR-619 82ND AVE. ' (1) ·
'Hull Road ' (1) ·
'I-95 ' (1) ·
'I-95 NB ' (1) ·
'I-95 SB ' (1) ·
'JOG ROAD ' (1) ·
'JOG ROAD (SB) ' (1) ·
'MINUTE MAID RD 165' (1) ·
'Old Dixie Highway ' (1) ·
'PICOS RD 154.90 ' (1) ·
'RDBGH RD 170.14 ' (1) ·
'Saxon Blvd WB ' (1) ·
'SR-405 EB ' (1) ·
'SR-405 WB ' (1) ·
'SR-518 ' (1) ·
'SR-713 (Kings Hwy)' (1) ·
'SR-A1A ' (1) ·
'SR91 NB TPK 157.9 ' (1) ·
'SR91 NB TPK 189.1 ' (1) ·
'SR91 SB TPK 157.9 ' (1) ·
'US-1 ' (1) ·
'WB Prt St Lucie Bd' (1) ·
'WB St. Lucie Blvd.' (1) ·
I-95 SB (1) ·
SR-520 (1)
Number 008:
700003 (1) ·
700029 (1) ·
700034 (1) ·
700043 (1) ·
700046 (1) ·
700055 (1) ·
700116 (1) ·
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940060 (1) ·
940073 (1) ·
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940144 (1) ·
940145 (1)
Location 009:
'.5mi So. of St Lucie Blvd' (1) ·
'0.6MI S of SOUTHERN BLVD ' (1) ·
'0.7MI N OF LAKE IDA ROAD ' (1) ·
'1.16 MI S OF SR-68 ' (1) ·
'1.2 Mi N L.Washington Rd.' (1) ·
'1.4 MI S OF OSCEOLA CNTY ' (1) ·
'1.5 Miles North of SR-528' (1) ·
'1.83 MILES N OF SR-68 ' (1) ·
'1.8mi. East of SR-91 ' (1) ·
'2.6MI N OF SR-60 ' (1) ·
'2.9 Mi. N of US 92 ' (1) ·
'2mi. East of SR-91 ' (1) ·
'3.4 MI S INDIAN RIVER CO ' (1) ·
'3.4 Miles South of SR-514' (1) ·
'6.2 Miles N of SR-510 ' (1) ·
'9.38 MI NORTH OF SR-68 ' (1) ·
'9.5 MI S OF CR-880 ' (1) ·
'AT SOUTHERN BLVD. ' (1) ·
'AT SR-7 (Range Line Rd) ' (1) ·
'Hull Road - I-95 ' (1) ·
'I-95 NB - Tillman Canal ' (1) ·
'I-95 NB -Lk Washington Rd' (1) ·
'I-95 NB over FECRR ' (1) ·
'I-95 NB over US-1 ' (1) ·
'I-95 NB SR-518 ' (1) ·
'I-95 SB over FECRR ' (1) ·
'I-95 SB over US-1 ' (1) ·
'I-95 SB SR-518 ' (1) ·
'I-95 SB- Tillman Canal ' (1) ·
'Old Dixie Hwy over I-95 ' (1) ·
'Saxon Blvd WB - I-4 ' (1) ·
'SR-405 EB - US-1 ' (1) ·
'SR-405 WB - US-1 ' (1) ·
'SR-518 over Eau-Gallie R.' (1) ·
I-95 SB -Lk Washington Rd (1) ·
SR-520 - Indian River Relief (1)
Latitude 016:
26290151 (1) ·
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26320076 (1) ·
26401260 (1) ·
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29123640 (1) ·
29162634 (1) ·
29195849 (1) ·
29195924 (1) ·
29200900 (1) ·
29200964 (1) ·
29241357 (1)
Longitude 017:
80065226 (1) ·
80084271 (1) ·
80084275 (1) ·
80121591 (1) ·
80191739 (1) ·
80192691 (1) ·
80235569 (1) ·
80250650 (1) ·
80263496 (1) ·
80263571 (1) ·
80265430 (1) ·
80293882 (1) ·
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80322419 (1) ·
80333288 (1) ·
80363628 (1) ·
80382659 (1) ·
80382780 (1) ·
80390094 (1) ·
80422077 (1) ·
80422093 (1) ·
80422115 (1) ·
80422180 (1) ·
80422195 (1) ·
80423456 (1) ·
80472199 (1) ·
80472222 (1) ·
80491325 (1) ·
80513039 (1) ·
81055893 (1) ·
81071887 (1) ·
81075150 (1) ·
81075169 (1) ·
81075240 (1) ·
81075272 (1) ·
81091867 (1) ·
81161842 (1)
Owner 022:
Built 027: (Click arrow to add another value)
Traffic 029:
Traffic Year 030:
Service On 042a:
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 being eroded. River control devices and/or embankment have major damage. Trees and brush restrict the channel. (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) ·
Moderate to major deterioration or disintegration, extensive cracking and leaching or spalls on concrete or masonry walls and slabs. Minor settlement or misalignment. Noticeable scouring or erosion at curtain walls, wingwalls or pipes. Metal culverts have significant distortion and deflection in one section, significant 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:
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 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 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 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:
1041 (1) ·
115378 (1) ·
12318 (1) ·
143138 (1) ·
146608 (1) ·
17176 (1) ·
23076 (1) ·
250 (1) ·
28194 (1) ·
28263 (1) ·
29707 (1) ·
300 (1) ·
30362 (1) ·
3470 (1) ·
37129 (1) ·
43809 (1) ·
48754 (1) ·
50749 (1) ·
5240 (1) ·
55954 (1) ·
59413 (1) ·
62283 (1) ·
71569 (1) ·
73000 (1) ·
7808 (1) ·
78700 (1)
Future Year 115: (Click arrow to add another value)
Clearance 116:
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