Drilldown: bridge data
From Indian River Lagoon Project
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Use the filters below to narrow your results.
ObjectID:
County 003:
Place 004:
Route 005d:
Features 006a:
'C-1 Canal ' (1) ·
'C-51 CANAL ' (1) ·
'C-59 Canal ' (1) ·
'Cambridge Canal ' (1) ·
'CANAL L-12 ' (1) ·
'CANAL-17 ' (1) ·
'CR 708 ' (1) ·
'Cypress Creek ' (1) ·
'DANFORTH CREEK ' (1) ·
'Deep Creek ' (1) ·
'Drainage Canal ' (1) ·
'Header Canal ' (1) ·
'HILLSBORO CANAL L-14 ' (1) ·
'I 95 SR 9 ' (1) ·
'I-95 (SR 9) ' (1) ·
'INTRACOASTAL WATERWAY ' (1) ·
'Lateral A Canal ' (1) ·
'LOXAHATCHEE RIVER ' (1) ·
'LWDD L-38 CANAL ' (1) ·
'Military Trail ' (1) ·
'Nova Canal ' (1) ·
'Okeechobee Waterway ' (1) ·
'PERENNIAL CANAL ' (1) ·
'Pluckebaum Canal ' (1) ·
'SB I-95 To EB 706 ' (1) ·
'SR 91 TPK ' (1) ·
'SR 91 TPK (PGA BV INT) ' (1) ·
'SR-713 (King Hwy) ' (1) ·
'SR-91 TPK & BOCA RIO RD.' (1) ·
'SR-91/TPK & BOCA RIO RD.' (1) ·
'SR786 I95 I95 Ramps ' (1) ·
'St. Lucie Canal/SR-76 ' (1) ·
'SW FORK LOXAHATCHEE RVR ' (1) ·
'US 92 ' (1) ·
Addison Canal (1)
Critical 006b:
Facility 007:
Number 008:
Location 009:
'0.1 MI West of SR-76 ' (1) ·
'0.1 MILE WEST OF I-95 ' (1) ·
'0.25 mile North of SR 786' (1) ·
'0.25Mi S/O Wiltshire Blvd' (1) ·
'0.26 Mi South of Pace Dr.' (1) ·
'0.3 Mile East of US-1 ' (1) ·
'0.3MI N of SR-706 ' (1) ·
'0.4 MILE N OF SR-710 ' (1) ·
'0.6MI South of CR-714 ' (1) ·
'0.75 Mi. South of SR-520 ' (1) ·
'0.7MI N of Northlake Blvd' (1) ·
'1 mi. N of Cnty Rd 708 ' (1) ·
'1 mile North of SR 786 ' (1) ·
'1.5mi N of SR-68 ' (1) ·
'1.7 miles North of SR 706' (1) ·
'10ft. East of Nova Road ' (1) ·
'16Mi W of SR-7 ' (1) ·
'1MI N OF CLINT MOORE RD ' (1) ·
'1MI N. of CLINT MOORE RD.' (1) ·
'2 Mi West of Jupiter Blvd' (1) ·
'2.1 Miles E of CR-609 ' (1) ·
'2.3 Miles South of SR-40 ' (1) ·
'2.5 miles North of SR-706' (1) ·
'2MI E of SR-7 US-441 ' (1) ·
'3 MI NORTH OF PGA BLVD ' (1) ·
'7.0 mi. W of FL Turnpike ' (1) ·
'750FT W OF SR-7 (US-441) ' (1) ·
'80ft. East of 66th Ave. ' (1) ·
'At CR-615 (66th Avenue) ' (1) ·
'AT SOUTHERN/FORESTHILINTR' (1) ·
'CR 76A over I-95 ' (1) ·
'I 95 SR 706 interchange ' (1) ·
'I 95 SR 786 Interchange ' (1) ·
'I-4 Connector over US-92 ' (1) ·
'N.OF PGA BLVD S.JUPITER ' (1) ·
'NB I-95 over CR 708 ' (1) ·
'Palm Beach Garden Interch' (1) ·
'SB I-95 over CR 708 ' (1) ·
I-95 over Addison Canal (1)
Latitude 016:
Longitude 017:
Owner 022:
Built 027: (Click arrow to add another value)
Traffic 029:
1001 (1) ·
106 (1) ·
1082 (1) ·
1200 (1) ·
12500 (1) ·
13000 (1) ·
13500 (1) ·
1440 (1) ·
150 (1) ·
15300 (1) ·
15600 (1) ·
160500 (1) ·
16747 (1) ·
18700 (1) ·
200 (1) ·
20000 (1) ·
20500 (1) ·
21500 (1) ·
22500 (1) ·
2302 (1) ·
3250 (1) ·
34000 (1) ·
36000 (1) ·
36500 (1) ·
3900 (1) ·
40250 (1) ·
40500 (1) ·
47500 (1) ·
480 (1) ·
4800 (1) ·
5450 (1) ·
5700 (1) ·
7400 (1) ·
76000 (1) ·
9089 (1) ·
9633 (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 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:
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:
10998 (1) ·
11174 (1) ·
12839 (1) ·
1309 (1) ·
131860 (1) ·
1440 (1) ·
15000 (1) ·
1730 (1) ·
174 (1) ·
19426 (1) ·
200 (1) ·
22555 (1) ·
23423 (1) ·
24000 (1) ·
26546 (1) ·
27066 (1) ·
278468 (1) ·
32445 (1) ·
35568 (1) ·
37302 (1) ·
39038 (1) ·
3994 (1) ·
400 (1) ·
4001 (1) ·
5639 (1) ·
580 (1) ·
58990 (1) ·
62460 (1) ·
63328 (1) ·
6766 (1) ·
69834 (1) ·
70268 (1) ·
82412 (1) ·
8328 (1) ·
9456 (1) ·
9890 (1)
Clearance 116:
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