Drilldown: bridge data
From Indian River Lagoon Project
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ObjectID:
12237 (1) ·
13740 (1) ·
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County 003:
Place 004:
Route 005d:
Features 006a:
'BRANCH OF ICWW ' (1) ·
'C STANLEY WEAVER CANAL ' (1) ·
'C-17 Canal ' (1) ·
'C-51 Canal ' (1) ·
'E-2W Canal ' (1) ·
'EL RIO CANAL ' (1) ·
'Header Creek Canal ' (1) ·
'I-4 ' (1) ·
'I-4 WB ' (1) ·
'I-95 ' (1) ·
'ICWW ' (1) ·
'L-5 Canal ' (1) ·
'Lateral Canal A ' (1) ·
'LITTLE MUD CREEK ' (1) ·
'LOXAHATCHEE RIV NW FORK ' (1) ·
'M-2 CANAL ' (1) ·
'ROEBUCK CREEK ' (1) ·
'SCOTTS CANAL ' (1) ·
'SR-806 Atlantic Ave ' (1) ·
'Sweetwater Creek ' (1) ·
'Sykes Creek ' (1) ·
'Ten Mile Creek ' (1) ·
'WARNER CREEK ' (1) ·
Sebastian River (1)
Critical 006b:
Facility 007:
'Benoist Farms Rd ' (1) ·
'CAMINO REAL ' (1) ·
'CR-4139 ' (1) ·
'E/B Atlantic Ave. ' (1) ·
'EB SR 70 ' (1) ·
'HAGEN RANCH ROAD ' (1) ·
'Hanley Rd. S 25th ' (1) ·
'ISLAND WAY ' (1) ·
'JUPITER ISLAND PK ' (1) ·
'LOCKS ROAD ' (1) ·
'LPGA Blvd ' (1) ·
'MONET ROAD ' (1) ·
'NB I 95 SR 9 ' (1) ·
'NB US-27 SR-25 ' (1) ·
'OKEECHOBEE BLVD. ' (1) ·
'Orange camp Rd. ' (1) ·
'SB I 95 SR 9 ' (1) ·
'SR 70 EB ' (1) ·
'SR 710 ' (1) ·
'SR A1A ' (1) ·
'SR-421 ' (1) ·
'SR-44 WB ' (1) ·
'SR-520 ' (1) ·
'SR-60 ' (1) ·
'SR-91 TPK NS 81.77' (1) ·
'TROPICALIA AVE. ' (1) ·
'W/B Atlantic Ave ' (1) ·
US-1 (1)
Number 008:
700193 (1) ·
700224 (1) ·
790171 (1) ·
790173 (1) ·
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Location 009:
'0.1MI W OF SEM PRATT WHIT' (1) ·
'0.25mi. east of I-95 ' (1) ·
'0.2Mi E of CR-723 ' (1) ·
'0.2MI E OF PROSPERITY FM ' (1) ·
'0.4 MI W of US-1 ' (1) ·
'0.5MI N OF JUPITER BCH RD' (1) ·
'0.5Mi N of PLMBCH CO LINE' (1) ·
'0.5Mi W of SR-76 ' (1) ·
'0.6 mile South of SR 882 ' (1) ·
'0.6Mi. W of SR-A1A ' (1) ·
'0.75 mi. E. of I-95 ' (1) ·
'0.8MI N OF BOYNTON BCH BD' (1) ·
'1.1 Mile S of CR-611B ' (1) ·
'3.9 MI W of FL Tpk SR 91 ' (1) ·
'5.1 MI SOUTH OF SR-804 ' (1) ·
'7 MI W of FL TPK SR91 ' (1) ·
'Atlantic Ave./Fl. Tpk. ' (1) ·
'Benoist Farms Rd at SR-80' (1) ·
'CR-4139 over I-4 ' (1) ·
'LPGA Blvd. at I-95 ' (1) ·
'NORTH OF BLIND CREEK ' (1) ·
'Orange camp Rd. over I-4 ' (1) ·
'Palm Beach - Broward Line' (1) ·
'SR-44 WB over I-4 ' (1) ·
'SR-520 - Sykes Creek ' (1) ·
'SR-60 East of 66 Ave ' (1) ·
US-1 over Sebastian River (1)
Latitude 016:
26200920 (1) ·
26203857 (1) ·
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29064881 (1) ·
29131187 (1)
Longitude 017:
80040600 (1) ·
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80040825 (1) ·
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81012996 (1) ·
81061122 (1) ·
81135412 (1) ·
81143187 (1) ·
81145411 (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) ·
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) ·
N/A (1)
Inspect Date 090: (Click arrow to add another value)
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 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) ·
13360 (1) ·
14140 (1) ·
150 (1) ·
15000 (1) ·
15788 (1) ·
171592 (1) ·
1800 (1) ·
196055 (1) ·
20700 (1) ·
20994 (1) ·
2275 (1) ·
26459 (1) ·
27413 (1) ·
27587 (1) ·
300 (1) ·
34180 (1) ·
40772 (1) ·
41206 (1) ·
4510 (1) ·
45978 (1) ·
49448 (1) ·
5205 (1) ·
5639 (1) ·
6 (1) ·
6159 (1) ·
8328 (1)
Clearance 116:
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