Drilldown: bridge data
From Indian River Lagoon Project
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ObjectID:
12269 (1) ·
13789 (1) ·
15767 (1) ·
15768 (1) ·
15833 (1) ·
15839 (1) ·
15842 (1) ·
15845 (1) ·
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County 003:
Place 004:
Route 005d: (Click arrow to add another value)
Direction 005e:
Features 006a:
'C-18 Canal ' (1) ·
'C-24 Canal ' (1) ·
'CYPRESS CREEK ' (1) ·
'E-4 Canal ' (1) ·
'Eau Gallie River ' (1) ·
'EPB - 10 Canal ' (1) ·
'FL TPK SR-91 ' (1) ·
'Golf Cart Underpass ' (1) ·
'Halifax River ' (1) ·
'HYPOLUXO ISLAND LAGOON ' (1) ·
'I 95 SR 9 ' (1) ·
'I-95 (S.R. 9) ' (1) ·
'I-95 (SR-9) ' (1) ·
'L.W.D.D L-14 CANAL ' (1) ·
'LAKEWOOD E4 CANAL ' (1) ·
'Lateral A Canal ' (1) ·
'Lateral H Canal ' (1) ·
'Loxahatchee River ' (1) ·
'LWDD E-1 CANAL ' (1) ·
'Moore's Creek ' (1) ·
'Moores Creek ' (1) ·
'North Relief Canal ' (1) ·
'Range Line Canal ' (1) ·
'SR-9 (I-95) ' (1) ·
'Tidal Canal ' (1) ·
'Turkey Creek ' (1) ·
'WEST PALM BEACH CANAL ' (1)
Critical 006b:
Facility 007:
'16th St/College Ln' (1) ·
'16th Street ' (1) ·
'53rd Street ' (1) ·
'56th Place North ' (1) ·
'8th Street N ' (1) ·
'Australian Ave. ' (1) ·
'Becker Road ' (1) ·
'CENTER DR. ' (1) ·
'Central Blvd. ' (1) ·
'CENTRE PARK BLVD. ' (1) ·
'CENTRE PK. DR. N. ' (1) ·
'Congress Avenue ' (1) ·
'Crosstown Parkway ' (1) ·
'Croton Road ' (1) ·
'DONALD ROSS RD EB ' (1) ·
'DONALD ROSS RD WB ' (1) ·
'Dundas Court ' (1) ·
'EAST OCEAN AVE. ' (1) ·
'Haverhill Road ' (1) ·
'Hypoluxo Rd ' (1) ·
'HYPOLUXO RD. ' (1) ·
'Indian Rvrsd Pk Rd' (1) ·
'Island Way ' (1) ·
'North 14th Street ' (1) ·
'North 9th Street ' (1) ·
'Old Boynton Road ' (1) ·
'Orange Avenue ' (1) ·
'PALOMINO DRIVE ' (1) ·
'Port Malabar BL WB' (1) ·
'Riverbend Park Rd ' (1) ·
'St Lucie West Blvd' (1)
Number 008:
704176 (1) ·
705920 (1) ·
794120 (1) ·
884081 (1) ·
884082 (1) ·
884083 (1) ·
884084 (1) ·
894063 (1) ·
930528 (1) ·
930529 (1) ·
934128 (1) ·
934129 (1) ·
934171 (1) ·
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934367 (1) ·
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937715 (1) ·
937716 (1) ·
940133 (1) ·
940160 (1) ·
940161 (1) ·
945013 (1) ·
945014 (1) ·
945015 (1) ·
945016 (1) ·
945274 (1)
Location 009:
'.25 Mi E of AUSTRALIAN ' (1) ·
'0.1 Miles S. of Ave. D ' (1) ·
'0.14MI N of Indiantown Rd' (1) ·
'0.2 Mi East of Australian' (1) ·
'0.2 Mile S of Aurora Road' (1) ·
'0.25 Mi E of US-1 SR-5 ' (1) ·
'0.26 Miles North of CR-68' (1) ·
'0.2MI WEST OF OF A1A ' (1) ·
'0.3 Mi N of 45th St ' (1) ·
'0.3 Mi N of Orange Ave. ' (1) ·
'0.3 Mi S of Indiantown Rd' (1) ·
'0.3 Miles North of CR-68 ' (1) ·
'0.3MI E OF CONGRESS AVE ' (1) ·
'0.4Mi. East of Congress A' (1) ·
'0.5MI. W OF I-95 ' (1) ·
'0.7 Mi. West of I-95 ' (1) ·
'0.8MI N OF LAKEWORTH BLVD' (1) ·
'0.95 MI N of PGA Blvd. ' (1) ·
'1.1MI W OF US-1 ' (1) ·
'1.2 Mi. East of Lyons Rd.' (1) ·
'1.6 Miles East of 58th Av' (1) ·
'1.6 miles East of SR-507 ' (1) ·
'5.5mi. S of SR70 / I-95 ' (1) ·
'56th Place North ' (1) ·
'At 74th Avenue ' (1) ·
'Becker Rd/I-95 interchge ' (1) ·
'Between SR704 and 12th St' (1) ·
'Crosstown Pkwy/I-95 ' (1) ·
'Indian Riverside Park ' (1) ·
'Inter 66th Ave/College Ln' (1) ·
'North of P. Beach Airport' (1)
Latitude 016:
26315430 (1) ·
26342018 (1) ·
26342040 (1) ·
26350275 (1) ·
26360890 (1) ·
26374169 (1) ·
26413718 (1) ·
26414389 (1) ·
26415780 (1) ·
26424967 (1) ·
26455503 (1) ·
26510969 (1) ·
26525635 (1) ·
26525705 (1) ·
26555800 (1) ·
26561000 (1) ·
27123510 (1) ·
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27184103 (1) ·
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27375400 (1) ·
27375420 (1) ·
27412300 (1) ·
27413623 (1) ·
28010155 (1) ·
28075785 (1) ·
29123122 (1)
Longitude 017:
80023162 (1) ·
80041660 (1) ·
80041853 (1) ·
80042221 (1) ·
80043939 (1) ·
80043945 (1) ·
80044906 (1) ·
80050018 (1) ·
80050300 (1) ·
80051026 (1) ·
80065835 (1) ·
80070800 (1) ·
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80102300 (1) ·
80104200 (1) ·
80121445 (1) ·
80125217 (1) ·
80195034 (1) ·
80195420 (1) ·
80195680 (1) ·
80201790 (1) ·
80240190 (1) ·
80245322 (1) ·
80250330 (1) ·
80251400 (1) ·
80253500 (1) ·
80260616 (1) ·
80274700 (1) ·
80284500 (1) ·
80354529 (1) ·
80391820 (1) ·
81010006 (1)
Owner 022:
Built 027: (Click arrow to add another value)
Traffic 029:
0 (1) ·
1000 (1) ·
101 (1) ·
120 (1) ·
13716 (1) ·
1390 (1) ·
1400 (1) ·
1500 (1) ·
1550 (1) ·
15607 (1) ·
1680 (1) ·
17500 (1) ·
17700 (1) ·
1800 (1) ·
18500 (1) ·
19300 (1) ·
19575 (1) ·
23500 (1) ·
27500 (1) ·
28000 (1) ·
3000 (1) ·
34500 (1) ·
41500 (1) ·
500 (1) ·
5975 (1) ·
7200 (1) ·
7850 (1)
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) ·
No noticeable or noteworthy deficiencies which affect the condition of the channel. (1)
Culvert 062:
N/A (1) ·
No noticeable or noteworthy deficiencies which affect the condition of the culvert. Insignificant scrape marks caused by drift. (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 (including piles) on dry land well above flood water elevations. (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 (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) ·
10800 (1) ·
144 (1) ·
150 (1) ·
1737 (1) ·
18041 (1) ·
2000 (1) ·
20574 (1) ·
2256 (1) ·
23686 (1) ·
2500 (1) ·
2603 (1) ·
2915 (1) ·
30363 (1) ·
30710 (1) ·
3123 (1) ·
32098 (1) ·
33486 (1) ·
40773 (1) ·
47712 (1) ·
48580 (1) ·
5205 (1) ·
521 (1) ·
59858 (1) ·
625 (1) ·
6812 (1) ·
72002 (1) ·
9812 (1)
Clearance 116:
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