Drilldown: bridge data
From Indian River Lagoon Project
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ObjectID:
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County 003:
Place 004:
Route 005d:
Direction 005e:
Features 006a:
'6th Avenue South ' (1) ·
'Blue Cypress Marsh ' (1) ·
'C-51 Canal ' (1) ·
'C-52 Canal ' (1) ·
'CR 702 45th Street ' (1) ·
'DANFORTH CREEK ' (1) ·
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'Habitat Connectivity ' (1) ·
'I-4 ' (1) ·
'I-95 ' (1) ·
'ICWW ' (1) ·
'L-5 Canal ' (1) ·
'L-78 Borrow Canal ' (1) ·
'LOXAHATCHEE RIV NW FORK ' (1) ·
'M-2 CANAL ' (1) ·
'Padgett Branch Marsh ' (1) ·
'Palm Beach Lakes Blvd. ' (1) ·
'Rim Ditch Canal C-24 ' (1) ·
'S. R. 7 & Return Ramps ' (1) ·
'SR 708 (Blue Heron Blvd)' (1) ·
'SR-91 (Florida Turnpike)' (1) ·
'St. John's Marsh ' (1) ·
'St. Johns Marsh ' (1) ·
'Sweetwater Creek ' (1) ·
'Sykes Creek ' (1)
Critical 006b:
Facility 007:
'Cassadaga Road ' (1) ·
'I 95 SR 9 ' (1) ·
'I 95 SR 9 SB ' (1) ·
'ISLAND WAY ' (1) ·
'LPGA Blvd ' (1) ·
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'NB US-27 SR-25 ' (1) ·
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'Port St. Lucie Bld' (1) ·
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Number 008:
700193 (1) ·
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Location 009:
'0.1 MILE NORTH OF SR-714 ' (1) ·
'0.1MI W OF SEM PRATT WHIT' (1) ·
'0.5Mi N of PLMBCH CO LINE' (1) ·
'0.6Mi. W of SR-A1A ' (1) ·
'0.75 mi. E. of I-95 ' (1) ·
'1 mile North of SR 704 ' (1) ·
'1.3mi South of 10th Ave N' (1) ·
'10.3Mi. E of SR-91 (TPK) ' (1) ·
'11.6Mi. E of SR-91 (TPK) ' (1) ·
'12.1Mi. E of SR-91 (TPK) ' (1) ·
'1mi. west of CR-613 ' (1) ·
'2 miles west of Turnpike ' (1) ·
'2.45 mi. E of I-4 ' (1) ·
'2.59 mi. E. of I-4 ' (1) ·
'2.69 mi. E. of I-4 ' (1) ·
'2Mi West of CR-512 ' (1) ·
'6.4Mi. E of SR-91 (TPK) ' (1) ·
'At Exit 74 ' (1) ·
'At Exit 76 ' (1) ·
'Cassadaga Road over I-4 ' (1) ·
'LPGA Blvd. at I-95 ' (1) ·
'Palm Beach - Broward Line' (1) ·
'Port St Lucie / FL TPK. ' (1) ·
'SR-40 WB - Habitat Connec' (1) ·
'SR-520 - Sykes Creek ' (1) ·
'SR-80 & Military Trail ' (1)
Latitude 016:
26200920 (1) ·
26363210 (1) ·
26403700 (1) ·
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29153216 (1)
Longitude 017:
80040740 (1) ·
80052285 (1) ·
80052810 (1) ·
80055680 (1) ·
80064300 (1) ·
80075632 (1) ·
80121090 (1) ·
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80184167 (1) ·
80213032 (1) ·
80225301 (1) ·
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80433190 (1) ·
80433200 (1) ·
80443870 (1) ·
80475710 (1) ·
80475780 (1) ·
81012996 (1) ·
81061122 (1) ·
81110777 (1) ·
81111930 (1) ·
81112460 (1) ·
81113230 (1) ·
81151506 (1)
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:
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 not over waterway. (1)
Future 114:
1000 (1) ·
10712 (1) ·
122864 (1) ·
13360 (1) ·
184778 (1) ·
2275 (1) ·
2689 (1) ·
33832 (1) ·
369555 (1) ·
402520 (1) ·
40772 (1) ·
41206 (1) ·
45978 (1) ·
5356 (1) ·
5639 (1) ·
5986 (1) ·
6159 (1) ·
74605 (1) ·
8293 (1)
Future Year 115: (Click arrow to add another value)
Clearance 116:
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