Drilldown: bridge data
From Indian River Lagoon Project
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ObjectID:
County 003:
Place 004:
None (1) ·
30975 (1) ·
54175 (1) ·
Boynton Beach (1) ·
Delray Beach (1) ·
Greenacres City (1) ·
Jupiter (1) ·
Jupiter Inlet Colony (1) ·
Lake Park (1) ·
Lake Worth (1) ·
Melbourne (1) ·
New Smyrna Beach (1) ·
Palm Beach Gardens (1) ·
Port Orange (1) ·
Royal Palm Beach village (1) ·
South Bay (1) ·
Vero Beach (1) ·
Wellington village (1) ·
West Palm Beach (1)
Route 005d:
Direction 005e:
Features 006a:
'14TH STREET CANAL ' (1) ·
'BESSEY CREEK ' (1) ·
'BRANCH OF ICWW ' (1) ·
'Burns Road ' (1) ·
'C-18 Canal ' (1) ·
'C-3 Canal ' (1) ·
'CR 782 Linton Blvd ' (1) ·
'Creek ' (1) ·
'CYPRESS CREEK #2 ' (1) ·
'E-1 Canal ' (1) ·
'EL RIO CANAL ' (1) ·
'HUNGRYLAND CANAL C-18 ' (1) ·
'IWW Halifax River ' (1) ·
'IWW Indian River ' (1) ·
'L-19 Canal ' (1) ·
'Lake Ida Road ' (1) ·
'LATERAL A CANAL ' (1) ·
'LATERAL CANAL ' (1) ·
'LATERAL CANAL #38 ' (1) ·
'LOXAHATCHEE CREEK ' (1) ·
'LOXAHATCHEE WPB CANAL ' (1) ·
'LWDD E-3 CANAL ' (1) ·
'M-1 CANAL ' (1) ·
'NORTH NEW RIVER CANAL ' (1) ·
'OKEECHOBEE RIM CANAL ' (1) ·
'Palm Beach Lake Blvd ' (1) ·
'Palm Beach Lakes Blvd. ' (1) ·
'PGA Blvd SR 786 ' (1) ·
'PHIPP CANAL ' (1) ·
'RIO MAR BAY ' (1) ·
'S. Fork St. Lucie River ' (1) ·
'SR 710 & SCL RR ' (1) ·
'SR 802 Lake Worth Rd ' (1) ·
'SR 804 BOYNTON BCH BLVD ' (1) ·
'SR 806 (Atlantic Ave.) ' (1) ·
'SR 91 TPK ' (1) ·
'SR-91 (FL. TPK.) ' (1) ·
'SR802 Lake Worth Rd ' (1) ·
Indian River ICW (1)
Critical 006b:
Facility 007:
'10TH AVE NORTH ' (1) ·
'21ST ST SW ' (1) ·
'61ST./PECAN GROVE ' (1) ·
'CR-603-IND RIV BLV' (1) ·
'CR-717 ' (1) ·
'CR708 125.4 ' (1) ·
'CRESTWOOD BLVD. N ' (1) ·
'HIGHLAND GOLF CRSE' (1) ·
'I 95 SR 9 NB ' (1) ·
'I 95 SR 9 SB ' (1) ·
'Indian Lake Road ' (1) ·
'Island Way ' (1) ·
'JUPITER ISLAND PK ' (1) ·
'Lake Ida Road ' (1) ·
'Levee Road ' (1) ·
'NB I 95 SR 9 ' (1) ·
'NB I-95 (S.R.9) ' (1) ·
'NB I-95 (SR 9) ' (1) ·
'SB I 95 SR 9 ' (1) ·
'SR-44 ' (1) ·
'SR-76 ' (1) ·
'SR-76(Kanner Hwy )' (1) ·
'SR-80 ' (1) ·
'SR-A1A ' (1) ·
'SR91 N/S TPK 103.1' (1) ·
'SR91 N/S TPK 106.1' (1) ·
'SR91 N/S TPK 115.5' (1) ·
'SR91 N/S TPK 117.5' (1) ·
'SR91 N/S TPK 119.1' (1) ·
'SR91 N/S TPK 126.5' (1) ·
'SR91 N/S TPK 135.6' (1) ·
'SR91 N/S TPK 86.95' (1) ·
'SR91 N/S TPK 92.1 ' (1) ·
'Stribling Way ' (1) ·
'VETERANS WALK ' (1) ·
SR-518 (1)
Number 008:
Location 009:
Latitude 016:
Longitude 017:
Built 027:
Traffic 029:
10 (1) ·
100 (1) ·
1000 (1) ·
101 (1) ·
101541 (1) ·
104500 (1) ·
106500 (1) ·
116000 (1) ·
120 (1) ·
1260 (1) ·
13300 (1) ·
1440 (1) ·
16600 (1) ·
21500 (1) ·
22500 (1) ·
2700 (1) ·
30000 (1) ·
30500 (1) ·
35500 (1) ·
4 (1) ·
40500 (1) ·
44400 (1) ·
46600 (1) ·
47500 (1) ·
5 (1) ·
5500 (1) ·
68700 (1) ·
7200 (1) ·
78500 (1) ·
85750 (1) ·
90900 (1)
Service On 042a:
Service Under 042b:
Kind 043a:
Type 043b:
Length 049:
Width 052: (Click arrow to add another value)
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:
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:
10800 (1) ·
119194 (1) ·
121 (1) ·
136198 (1) ·
148776 (1) ·
150 (1) ·
157712 (1) ·
1730 (1) ·
1735 (1) ·
176174 (1) ·
180 (1) ·
181308 (1) ·
184778 (1) ·
20 (1) ·
200 (1) ·
201260 (1) ·
2186 (1) ·
23076 (1) ·
27000 (1) ·
28801 (1) ·
37302 (1) ·
46846 (1) ·
52050 (1) ·
52918 (1) ·
5500 (1) ·
6 (1) ·
61592 (1) ·
70268 (1) ·
77034 (1) ·
80851 (1) ·
82412 (1) ·
9 (1)
Clearance 116:
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