Drilldown: bridge data
From Indian River Lagoon Project
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County 003:
Place 004:
Route 005d:
Direction 005e:
Features 006a:
'12th Avenue South ' (1) ·
'17th Avenue North ' (1) ·
'Boynton Canal C-16 ' (1) ·
'Boynton Inlet ' (1) ·
'C-18 Canal ' (1) ·
'C.S.X. R/R ' (1) ·
'CSX Railroad ' (1) ·
'CSX RR ' (1) ·
'Drainage Canal ' (1) ·
'E-3 CANAL ' (1) ·
'Hypoluxo Rd. ' (1) ·
'Hypoluxo Road ' (1) ·
'I 95 SR 9 ' (1) ·
'I-95 ' (1) ·
'Indian River Relief ' (1) ·
'Lantana Road ' (1) ·
'LEVEE NO.8 ' (1) ·
'Loxahatchee River ' (1) ·
'Nova Canal ' (1) ·
'SR 802 Lake Worth Rd ' (1) ·
'SR 882 Forest Hill Blvd ' (1) ·
'SR802 Lake Worth Rd ' (1) ·
'Summit Boulevard ' (1) ·
Indian River ICW (1)
Critical 006b:
Facility 007:
'10th Ave. North ' (1) ·
'10th Ave North ' (1) ·
'Big Tree Road ' (1) ·
'Blue Heron Blvd. ' (1) ·
'CR-516 ' (1) ·
'CR-606 Oslo Rd. ' (1) ·
'Hypoluxo to SB I95' (1) ·
'I 95 SR 9 ' (1) ·
'I 95 SR 9 NB ' (1) ·
'I 95 SR 9 SB ' (1) ·
'Lantana to I 95 SB' (1) ·
'NB I 95 SR 9 ' (1) ·
'SB I 95 to Lantana' (1) ·
'SBI-95 to Hypoluxo' (1) ·
'SR 812 Lantana Rd ' (1) ·
'SR A1A ' (1) ·
'SR-518 ' (1) ·
'SR-710 Beeline Hwy' (1) ·
'SR-80WB (Southern)' (1) ·
'SR-811 (Alt A-1-A)' (1) ·
'SW 23 Ave Golf Rd ' (1) ·
'US 98 (SR 80) ' (1) ·
'WB SR-710 ' (1) ·
'Woolbright Road ' (1) ·
SR-518 (1)
Number 008:
700183 (1) ·
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Location 009:
'0.6mi East of Congress Av' (1) ·
'0.7 mile North of SR 804 ' (1) ·
'1 mile North of SR 812 ' (1) ·
'10th Ave North over I 95 ' (1) ·
'10th Ave over I 95 ' (1) ·
'2 mi. N of Lantana Rd ' (1) ·
'2 mi. North of Lantana Rd' (1) ·
'3 Miles West of SR-786 ' (1) ·
'5.8 Miles West of SR-76 ' (1) ·
'A1A 2.5km North of SR 804' (1) ·
'Between SR 80 and SR 882 ' (1) ·
'Between SR 882 and SR 80 ' (1) ·
'City of Jupiter ' (1) ·
'CR-516 over I-95 ' (1) ·
'Hypoluxo Rd I 95 Interch ' (1) ·
'Hypoluxo Rd.-I95 intercha' (1) ·
'I 95 Exit 56 ' (1) ·
'I-95 / SR 882 ' (1) ·
'Just West of I 95 ' (1) ·
'Lake Worth ' (1) ·
'Lantana I 95 Interchange ' (1) ·
'Oslo Rd. over I-95 ' (1) ·
'Over I 95 1 mi S of SR804' (1) ·
'PUMP STA AT 20 MI BEND ' (1) ·
'Southern Blvd / E-3 Canal' (1) ·
'SR-518 - Indian River Rel' (1) ·
'SR-5A - Big Tree Rd ' (1) ·
'W of I 95 on Woolbright ' (1) ·
SR-518 over Indian River (1)
Latitude 016:
26302755 (1) ·
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Longitude 017:
80023594 (1) ·
80040290 (1) ·
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80040645 (1) ·
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Owner 022: (Click arrow to add another value)
Built 027: (Click arrow to add another value)
Traffic 029:
115000 (1) ·
116000 (1) ·
12000 (1) ·
13000 (1) ·
13500 (1) ·
13700 (1) ·
14000 (1) ·
190500 (1) ·
226000 (1) ·
236000 (1) ·
28500 (1) ·
35500 (1) ·
37000 (1) ·
37500 (1) ·
42000 (1) ·
43000 (1) ·
43500 (1) ·
5000 (1) ·
50000 (1) ·
5850 (1) ·
6400 (1) ·
6800 (1) ·
6900 (1) ·
7150 (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)
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) ·
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 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:
10150 (1) ·
11798 (1) ·
11972 (1) ·
12405 (1) ·
15000 (1) ·
199525 (1) ·
201260 (1) ·
20820 (1) ·
22555 (1) ·
23422 (1) ·
23770 (1) ·
24290 (1) ·
330518 (1) ·
392110 (1) ·
409460 (1) ·
49448 (1) ·
61592 (1) ·
64195 (1) ·
65063 (1) ·
72870 (1) ·
74605 (1) ·
75472 (1) ·
8675 (1) ·
86750 (1)
Clearance 116:
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