Drilldown: bridge data
From Indian River Lagoon Project
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ObjectID:
County 003:
Place 004:
None (1) ·
54175 (1) ·
58725 (1) ·
DeBary (1) ·
Delray Beach (1) ·
Deltona (1) ·
Fellsmere (1) ·
Fort Pierce (1) ·
Jupiter (1) ·
Jupiter Inlet Colony (1) ·
Lantana (1) ·
Merritt Island (1) ·
New Smyrna Beach (1) ·
North Palm Beach village (1) ·
Palm Beach Gardens (1) ·
South Daytona (1) ·
Titusville (1) ·
Vero Beach (1)
Route 005d:
Direction 005e:
Features 006a:
'Aurantia Rd. ' (1) ·
'Bear Wildlife Crossing ' (1) ·
'BRANCH OF ICWW ' (1) ·
'Cougar Wildlife Crossing' (1) ·
'CR 708 ' (1) ·
'CR 709 & FECRR ' (1) ·
'CR 712 (Midway Road) ' (1) ·
'CR 812 LANTANA RD ' (1) ·
'CR-712 Midway Road ' (1) ·
'Creek ' (1) ·
'Deer WIldlife Crossing ' (1) ·
'Dirksen Dr ' (1) ·
'EL RIO CANAL ' (1) ·
'Galiano Rd & C-24 Canal ' (1) ·
'I-4 ' (1) ·
'Indian River ' (1) ·
'Intracoastal Waterway ' (1) ·
'IWW Indian River ' (1) ·
'L-19 Canal ' (1) ·
'L-5 CANAL ' (1) ·
'LATERAL A CANAL ' (1) ·
'LATERAL CANAL ' (1) ·
'LATERAL U CANAL ' (1) ·
'OKEECHOBEE RIM CANAL ' (1) ·
'Padgett Creek ' (1) ·
'PARK LATERAL CANAL ' (1) ·
'SR 70 ' (1) ·
'SR 811 & FEC RR ' (1) ·
'SR-406 ' (1) ·
'SR-50 ' (1) ·
'SR-614 (Indrio Rd) ' (1) ·
'SR-91 (FL TPK) ' (1) ·
'SR91 TPK (JUPITER INT) ' (1) ·
'ST LUCIE CANAL ' (1) ·
'St. Lucie Canal ' (1) ·
'Ten Mile Creek ' (1) ·
'Tide Relief Canal ' (1) ·
'Tomoka River ' (1)
Critical 006b:
Facility 007:
'21ST ST SW ' (1) ·
'61ST./PECAN GROVE ' (1) ·
'CR-512 ' (1) ·
'CR-717 ' (1) ·
'EB SR706 ' (1) ·
'HIGHLAND GOLF CRSE' (1) ·
'I-4 EB ' (1) ·
'I-4 EB ' (1) ·
'I-4 WB ' (1) ·
'I-95 NB ' (1) ·
'I-95 SB ' (1) ·
'Indian Lake Road ' (1) ·
'JOG ROAD (NB) ' (1) ·
'JOG ROAD (SB) ' (1) ·
'JUPITER ISLAND PK ' (1) ·
'Levee Road ' (1) ·
'NB I-95 (S.R. 9) ' (1) ·
'NB I-95 (SR 9) ' (1) ·
'NB I-95 (SR-9) ' (1) ·
'Orange camp Rd. ' (1) ·
'SB I-95 (S.R. 9) ' (1) ·
'SB I-95 (SR 9) ' (1) ·
'SB I-95 (SR-9) ' (1) ·
'SR 400 EB ' (1) ·
'SR-44 ' (1) ·
'SR-528 ' (1) ·
'SR-91 TPK NB 131.0' (1) ·
'SR-A1A ' (1) ·
'SR91 NB TPK 116.3 ' (1) ·
'SR91 NB TPK 153.1 ' (1) ·
'SR91 NB TPK 91.26 ' (1) ·
'WB SR 706 ' (1) ·
'WB SR 786 ' (1)
Number 008:
Location 009:
Latitude 016:
Longitude 017:
Owner 022:
Built 027:
Traffic 029:
100 (1) ·
101 (1) ·
10200 (1) ·
120 (1) ·
12500 (1) ·
1260 (1) ·
12600 (1) ·
13250 (1) ·
1500 (1) ·
16340 (1) ·
18250 (1) ·
18500 (1) ·
20150 (1) ·
21000 (1) ·
21500 (1) ·
22200 (1) ·
25474 (1) ·
29000 (1) ·
32250 (1) ·
35500 (1) ·
37250 (1) ·
38250 (1) ·
38750 (1) ·
39250 (1) ·
4 (1) ·
40500 (1) ·
5 (1) ·
55000 (1) ·
6250 (1) ·
910 (1) ·
9700 (1)
Service On 042a:
Service Under 042b:
Kind 043a:
Type 043b:
Length 049:
10 (1) ·
101 (1) ·
102 (1) ·
1169 (1) ·
127 (1) ·
134 (1) ·
136 (1) ·
14 (1) ·
146 (1) ·
17 (1) ·
18 (1) ·
195 (1) ·
20 (1) ·
23 (1) ·
276 (1) ·
287 (1) ·
32 (1) ·
38 (1) ·
397 (1) ·
40 (1) ·
41 (1) ·
410 (1) ·
47 (1) ·
54 (1) ·
63 (1) ·
64 (1) ·
74 (1) ·
77 (1) ·
78 (1) ·
80 (1) ·
86 (1) ·
89 (1) ·
911 (1)
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 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: (Click arrow to add another value)
Direction 102:
Rebuilt 106:
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 not over waterway. (1)
Future 114:
10844 (1) ·
1092 (1) ·
121 (1) ·
150 (1) ·
16830 (1) ·
17697 (1) ·
180 (1) ·
1800 (1) ·
200 (1) ·
20700 (1) ·
2186 (1) ·
22989 (1) ·
28350 (1) ·
31664 (1) ·
32098 (1) ·
34960 (1) ·
36435 (1) ·
37302 (1) ·
38517 (1) ·
44197 (1) ·
50315 (1) ·
55954 (1) ·
6 (1) ·
61592 (1) ·
61593 (1) ·
64629 (1) ·
66364 (1) ·
67231 (1) ·
68099 (1) ·
70268 (1) ·
73000 (1) ·
9 (1) ·
95425 (1)
Showing below up to 52 results in range #1 to #52.
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