Drilldown: bridge data
From Indian River Lagoon Project
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- Event (169)
- News Link (111)
- Organization (18)
- Waterbody (27)
- bridge (13)
- bridge data (1468)
- definition (254)
- fips (487)
- repository (98)
- timeline (19)
- weblink (123)
Use the filters below to narrow your results.
ObjectID:
None (1) ·
30975 (1) ·
54175 (1) ·
58725 (1) ·
DeBary (1) ·
Delray Beach (1) ·
Deltona (1) ·
Fellsmere (1) ·
Fort Pierce (1) ·
Greenacres City (1) ·
Jupiter (1) ·
Lake Park (1) ·
Lantana (1) ·
Merritt Island (1) ·
North Palm Beach village (1) ·
Palm Beach Gardens (1) ·
South Daytona (1) ·
Vero Beach (1) ·
West Palm Beach (1)
'14TH STREET CANAL ' (1) ·
'Aurantia Rd. ' (1) ·
'Bear Wildlife Crossing ' (1) ·
'BESSEY CREEK ' (1) ·
'C-18 Canal ' (1) ·
'C-3 Canal ' (1) ·
'Cougar Wildlife Crossing' (1) ·
'CR 708 ' (1) ·
'CR 709 & FECRR ' (1) ·
'CR 712 (Midway Road) ' (1) ·
'CR 782 Linton Blvd ' (1) ·
'CR 812 LANTANA RD ' (1) ·
'CR-712 Midway Road ' (1) ·
'CYPRESS CREEK #2 ' (1) ·
'Dirksen Dr ' (1) ·
'HUNGRYLAND CANAL C-18 ' (1) ·
'I-4 ' (1) ·
'Indian River ' (1) ·
'Intracoastal Waterway ' (1) ·
'LATERAL CANAL #38 ' (1) ·
'LATERAL U CANAL ' (1) ·
'LOXAHATCHEE CREEK ' (1) ·
'LOXAHATCHEE WPB CANAL ' (1) ·
'Padgett Creek ' (1) ·
'PARK LATERAL CANAL ' (1) ·
'PHIPP CANAL ' (1) ·
'SR 70 ' (1) ·
'SR 710 & SCL RR ' (1) ·
'SR 811 & FEC RR ' (1) ·
'SR 91 TPK ' (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)
'CR-512 ' (1) ·
'CR-603-IND RIV BLV' (1) ·
'CR708 125.4 ' (1) ·
'EB SR706 ' (1) ·
'I-4 EB ' (1) ·
'I-4 EB ' (1) ·
'I-4 WB ' (1) ·
'I-95 NB ' (1) ·
'I-95 SB ' (1) ·
'Island Way ' (1) ·
'Lake Ida Road ' (1) ·
'NB I 95 SR 9 ' (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 SR 9 ' (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-528 ' (1) ·
'SR-91 TPK NB 131.0' (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 92.1 ' (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:
104500 (1) ·
12600 (1) ·
1440 (1) ·
1500 (1) ·
16340 (1) ·
18500 (1) ·
20150 (1) ·
21000 (1) ·
21500 (1) ·
22200 (1) ·
22500 (1) ·
25474 (1) ·
2700 (1) ·
29000 (1) ·
32250 (1) ·
35500 (1) ·
37250 (1) ·
38250 (1) ·
39250 (1) ·
40500 (1) ·
44400 (1) ·
46600 (1) ·
47500 (1) ·
55000 (1) ·
6250 (1) ·
68700 (1) ·
7200 (1) ·
78500 (1) ·
910 (1) ·
9700 (1)
101 (1) ·
102 (1) ·
108 (1) ·
11 (1) ·
1169 (1) ·
134 (1) ·
146 (1) ·
17 (1) ·
195 (1) ·
23 (1) ·
24 (1) ·
25 (1) ·
26 (1) ·
276 (1) ·
287 (1) ·
32 (1) ·
38 (1) ·
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410 (1) ·
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50 (1) ·
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58 (1) ·
63 (1) ·
64 (1) ·
73 (1) ·
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77 (1) ·
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79 (1) ·
80 (1) ·
86 (1) ·
89 (1) ·
911 (1)
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)
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)
10800 (1) ·
10844 (1) ·
1092 (1) ·
119194 (1) ·
136198 (1) ·
16830 (1) ·
1730 (1) ·
1800 (1) ·
181308 (1) ·
20700 (1) ·
27000 (1) ·
28350 (1) ·
32098 (1) ·
34960 (1) ·
36435 (1) ·
37302 (1) ·
38517 (1) ·
44197 (1) ·
46846 (1) ·
50315 (1) ·
55954 (1) ·
61592 (1) ·
64629 (1) ·
66364 (1) ·
68099 (1) ·
70268 (1) ·
77034 (1) ·
80851 (1) ·
82412 (1) ·
95425 (1)
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