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:
Date: (Click arrow to add another value)
County 003:
Place 004:
Route 005d:
Direction 005e:
Features 006a:
'BESSEY CREEK ' (1) ·
'C-23 Canal ' (1) ·
'CANAL E-2-E(BOYN BC INT)' (1) ·
'CANAL E-2-W(BOYN BC INT)' (1) ·
'CLEAR LAKE ' (1) ·
'COUNTY LINE CANAL C-23 ' (1) ·
'CR 708 ' (1) ·
'CR-515 & Indian River ' (1) ·
'Dirksen Dr ' (1) ·
'Drainage Canal Sand Cut ' (1) ·
'FECRR - Tymber Crk Rd ' (1) ·
'HUNGRYLAND CANAL C-18 ' (1) ·
'I-4 EB Ramp B ' (1) ·
'LAT CANL #45(GLADES INT)' (1) ·
'LATERAL CANAL #38 ' (1) ·
'LATERAL CANAL #45 ' (1) ·
'Lateral Canal 30 ' (1) ·
'LOXAHATCHEE WPB CANAL ' (1) ·
'Middle Haw Creek ' (1) ·
'Padgett Creek ' (1) ·
'PHIPP CANAL ' (1) ·
'Pine Street ' (1) ·
'SR 70 ' (1) ·
'SR 710 & SCL RR ' (1) ·
'SR 710 and CSX RR ' (1) ·
'SR 802 LAKE WORTH RD ' (1) ·
'SR 804 BOYNTON BCH BLVD ' (1) ·
'SR 808 GLADES RD ' (1) ·
'SR 91 TPK(OKEECH BV INT)' (1) ·
'SR-401 ' (1) ·
'SR-514 ' (1) ·
'SR-524 ' (1) ·
'SR-528 ' (1) ·
'SR-91 (Fla's. Turnpike) ' (1) ·
'Tomoka River ' (1) ·
'US-1 & FECRR ' (1)
Critical 006b:
Facility 007:
'AUSTRALIAN AVE NB ' (1) ·
'AUSTRALIAN AVE SB ' (1) ·
'I 95 SR 9 ' (1) ·
'I-4 EB ' (1) ·
'I-4 EB ' (1) ·
'I-4 WB ' (1) ·
'I-95 ' (1) ·
'I-95 NB ' (1) ·
'I-95 SB ' (1) ·
'NB I 95 SR 9 ' (1) ·
'NB I-95 (SR-9) ' (1) ·
'NB I-95 (SR-9) ' (1) ·
'SB I 95 SR 9 ' (1) ·
'SB I-95 (SR 9) ' (1) ·
'SR 91 TPK 79.75 ' (1) ·
'SR 91 TPK RMP 76.3' (1) ·
'SR 91 TPK SB 153.2' (1) ·
'SR-40 ' (1) ·
'SR-40 EB ' (1) ·
'SR-407 NB ' (1) ·
'SR-528 EB ' (1) ·
'SR-528 WB ' (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 126.5' (1) ·
'SR91 N/S TPK 135.6' (1) ·
'SR91 N/S TPK 138.1' (1) ·
'SR91 N/S TPK 75.92' (1) ·
'SR91 N/S TPK 76.17' (1) ·
'SR91 N/S TPK 86.95' (1) ·
'SR91 N/S TPK 92.1 ' (1) ·
'SR91 N/S TPK 93.3 ' (1) ·
'SR91 NB TPK 86.69 ' (1) ·
'SR91 NB TPK 86.88 ' (1) ·
'SR91 SB TPK 100.15' (1) ·
'SR91 SB TPK 86.85 ' (1) ·
'SR91 SB TPK 87.213' (1) ·
'US98&441 SR700&15' (1)
Number 008:
Location 009:
Latitude 016:
Longitude 017:
Owner 022:
Built 027:
Traffic 029:
10500 (1) ·
106500 (1) ·
106800 (1) ·
15250 (1) ·
16500 (1) ·
19000 (1) ·
19500 (1) ·
20000 (1) ·
20150 (1) ·
203082 (1) ·
21000 (1) ·
22500 (1) ·
25250 (1) ·
25474 (1) ·
3000 (1) ·
31669 (1) ·
3200 (1) ·
35500 (1) ·
40500 (1) ·
44400 (1) ·
46600 (1) ·
47500 (1) ·
4850 (1) ·
55000 (1) ·
64500 (1) ·
6800 (1) ·
68700 (1) ·
6900 (1) ·
78500 (1) ·
90900 (1) ·
9350 (1) ·
98900 (1)
Service On 042a:
Service Under 042b:
Kind 043a:
Type 043b:
Length 049:
100 (1) ·
101 (1) ·
108 (1) ·
110 (1) ·
119 (1) ·
143 (1) ·
148 (1) ·
173 (1) ·
24 (1) ·
25 (1) ·
27 (1) ·
35 (1) ·
36 (1) ·
38 (1) ·
40 (1) ·
42 (1) ·
44 (1) ·
45 (1) ·
46 (1) ·
47 (1) ·
50 (1) ·
52 (1) ·
54 (1) ·
63 (1) ·
64 (1) ·
65 (1) ·
66 (1) ·
67 (1) ·
70 (1) ·
72 (1) ·
73 (1) ·
77 (1) ·
93 (1) ·
99 (1)
Width 052:
Deck 058:
Superstructure 059:
Substructure 060: (Click arrow to add another value)
Channel 061:
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:
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:
111908 (1) ·
11798 (1) ·
119194 (1) ·
11972 (1) ·
136198 (1) ·
157712 (1) ·
16222 (1) ·
171592 (1) ·
18218 (1) ·
184778 (1) ·
185298 (1) ·
26459 (1) ·
28628 (1) ·
32965 (1) ·
33832 (1) ·
34700 (1) ·
34960 (1) ·
352347 (1) ·
36435 (1) ·
39037 (1) ·
43809 (1) ·
44197 (1) ·
5205 (1) ·
54946 (1) ·
5552 (1) ·
61592 (1) ·
70268 (1) ·
77034 (1) ·
80851 (1) ·
82412 (1) ·
8415 (1) ·
95425 (1)
Clearance 116:
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