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) ·
'BESSEY CREEK ' (1) ·
'Boynton Canal C-16 ' (1) ·
'Boynton Inlet ' (1) ·
'CANAL ' (1) ·
'CANAL L-30 ' (1) ·
'Danforth Creek ' (1) ·
'Drainage Canal ' (1) ·
'E-1 Canal ' (1) ·
'FELLSMERE CANAL ' (1) ·
'Groover Creek ' (1) ·
'Halifax River IWW ' (1) ·
'Hypoluxo Rd. ' (1) ·
'Hypoluxo Road ' (1) ·
'I 95 SR 9 ' (1) ·
'I-95 ' (1) ·
'Lake Ashby Canal ' (1) ·
'Lantana Road ' (1) ·
'Little Haw Creek ' (1) ·
'Loxahatchee River ' (1) ·
'LWDD E-1 CANAL ' (1) ·
'LWDD E-3 CANAL ' (1) ·
'LWDD E-4 CANAL ' (1) ·
'Reed Canal ' (1) ·
'RELIEF CANAL ' (1) ·
'SR 802 Lake Worth Rd ' (1) ·
'SR 91 TPK (ST LUCIE INT)' (1) ·
'SR802 Lake Worth Rd ' (1) ·
'Summit Boulevard ' (1)
Critical 006b:
Facility 007:
'Airport Road ' (1) ·
'Berry Avenue ' (1) ·
'Blue Heron Blvd. ' (1) ·
'BOBWHITE ROAD ' (1) ·
'COUNTY RD 507 ' (1) ·
'CR-606 Oslo Rd. ' (1) ·
'EL CLAIR RANCH RD.' (1) ·
'Hypoluxo to SB I95' (1) ·
'I 95 SR 9 ' (1) ·
'I 95 SR 9 NB ' (1) ·
'I 95 SR 9 SB ' (1) ·
'KIMBERLY BLVD. EB ' (1) ·
'LA MANCHA AVE. ' (1) ·
'Lake Ashby Road ' (1) ·
'Lantana to I 95 SB' (1) ·
'Marsh Road ' (1) ·
'MURPHY RD ' (1) ·
'NB I 95 SR 9 ' (1) ·
'RAVEN COURT ' (1) ·
'Reed Ca Prk Ent Rd' (1) ·
'ROYAL PLM BH BL NB' (1) ·
'ROYAL PLM BH BL SB' (1) ·
'SB I 95 to Lantana' (1) ·
'SBI-95 to Hypoluxo' (1) ·
'SR 812 Lantana Rd ' (1) ·
'SR A1A ' (1) ·
'SR-40 ' (1) ·
'SR-710 Beeline Hwy' (1) ·
'SR-808 (Glades Rd)' (1) ·
'SR-811 (Alt A-1-A)' (1) ·
'SR91 SB TPK 143.3 ' (1) ·
'SW 18th STREET EB ' (1) ·
'SW 18TH STREET WB ' (1) ·
'SW 23RD AVE. ' (1)
Number 008:
790132 (1) ·
794036 (1) ·
794067 (1) ·
794146 (1) ·
796500 (1) ·
880071 (1) ·
880076 (1) ·
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937358 (1) ·
937361 (1) ·
937363 (1) ·
940121 (1)
Location 009:
'0.03MI W OF DOVE CIRCLE ' (1) ·
'0.1 Mile S of CR-714 ' (1) ·
'0.1Mi E of Tymber Crk Rd.' (1) ·
'0.2 MI N OF ST LUCIE BLVD' (1) ·
'0.25 MI. W OF I-95 ' (1) ·
'0.2MI E OF US-441 (SR-7) ' (1) ·
'0.4MI NW OF HIGH MEADOW ' (1) ·
'0.6mi East of Congress Av' (1) ·
'0.7 mile North of SR 804 ' (1) ·
'1 mile North of SR 812 ' (1) ·
'1.1 miles North of US-92 ' (1) ·
'1.2Mi N OF LAKE IDA RD. ' (1) ·
'175FT S of LAS PALMAS ST ' (1) ·
'180FT E OF SANDPIPER AVE ' (1) ·
'2 mi. N of Lantana Rd ' (1) ·
'2 mi. North of Lantana Rd' (1) ·
'200ft. East of SR-415 ' (1) ·
'2MI N OF OKEECHOBEE BLV ' (1) ·
'4.2MI N OF CR-512 ' (1) ·
'5.8 Miles West of SR-76 ' (1) ·
'A1A 2.5km North of SR 804' (1) ·
'ADJ W SIDE MILITARY TRAIL' (1) ·
'Between SR 80 and SR 882 ' (1) ·
'Between SR 882 and SR 80 ' (1) ·
'City of Jupiter ' (1) ·
'Hypoluxo Rd I 95 Interch ' (1) ·
'Hypoluxo Rd.-I95 intercha' (1) ·
'Intrsect w Reed Canal Rd ' (1) ·
'Lake Worth ' (1) ·
'Lantana I 95 Interchange ' (1) ·
'Oslo Rd. over I-95 ' (1) ·
'SR-40 over IWW ' (1) ·
'SR-808 at SR-7 Boca Raton' (1)
Latitude 016:
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27491949 (1) ·
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29043231 (1) ·
29092052 (1) ·
29162604 (1) ·
29171420 (1)
Longitude 017:
80023594 (1) ·
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80133989 (1) ·
80134000 (1) ·
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80213627 (1) ·
80300075 (1) ·
80315267 (1) ·
80362564 (1) ·
81005885 (1) ·
81030614 (1) ·
81060951 (1) ·
81074043 (1) ·
81162375 (1)
Owner 022:
Built 027: (Click arrow to add another value)
Traffic 029:
1000 (1) ·
115000 (1) ·
116000 (1) ·
12000 (1) ·
13000 (1) ·
14000 (1) ·
1700 (1) ·
172 (1) ·
190500 (1) ·
2059 (1) ·
2122 (1) ·
22000 (1) ·
236000 (1) ·
283 (1) ·
34500 (1) ·
3600 (1) ·
37000 (1) ·
400 (1) ·
43000 (1) ·
43500 (1) ·
45000 (1) ·
500 (1) ·
5000 (1) ·
5381 (1) ·
6100 (1) ·
6400 (1) ·
6800 (1) ·
6900 (1) ·
7161 (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)
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: (Click arrow to add another value)
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 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) ·
Bridge with "unknown" foundation that has not been evaluated for scour. Until risk can be determined, a plan of action should be developed and implemented to reduce the risk to users from abridge failure during and immediately after a flood event. (1)
Future 114:
10583 (1) ·
11798 (1) ·
11971 (1) ·
11972 (1) ·
12424 (1) ·
15000 (1) ·
199525 (1) ·
2000 (1) ·
201260 (1) ·
208 (1) ·
20820 (1) ·
22555 (1) ·
24290 (1) ·
2568 (1) ·
2950 (1) ·
330518 (1) ·
342 (1) ·
3572 (1) ·
38170 (1) ·
409460 (1) ·
4320 (1) ·
59858 (1) ·
600 (1) ·
64195 (1) ·
6511 (1) ·
694 (1) ·
74605 (1) ·
75472 (1) ·
78075 (1) ·
8675 (1)
Clearance 116:
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