Drilldown: bridge data
From Indian River Lagoon Project
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- Event (169)
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- definition (254)
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Use the filters below to narrow your results.
ObjectID:
Status: (Click arrow to add another value)
Date: (Click arrow to add another value)
County 003:
Place 004:
Route 005d:
Direction 005e:
Features 006a:
'Banana River Drive ' (1) ·
'CANAL E-2-E(BOYN BC INT)' (1) ·
'CANAL E-2-W(BOYN BC INT)' (1) ·
'COUNTY LINE CANAL C-23 ' (1) ·
'CR 708 ' (1) ·
'CR-515 & Indian River ' (1) ·
'CYPRESS CREEK #2 ' (1) ·
'Dirksen Dr ' (1) ·
'Drainage Canal ' (1) ·
'Drainage Canal Sand Cut ' (1) ·
'FECRR - Tymber Crk Rd ' (1) ·
'LAT CANL #45(GLADES INT)' (1) ·
'LATERAL CANAL #38 ' (1) ·
'LATERAL CANAL #45 ' (1) ·
'Lateral Canal 30 ' (1) ·
'Little Haw Creek ' (1) ·
'LOXAHATCHEE WPB CANAL ' (1) ·
'Middle Haw Creek ' (1) ·
'None ' (1) ·
'OUTFALL CANAL ' (1) ·
'OUTFALL SLOUGH ' (1) ·
'Pine Street ' (1) ·
'SR 710 and CSX RR ' (1) ·
'SR 802 LAKE WORTH RD ' (1) ·
'SR 804 BOYNTON BCH BLVD ' (1) ·
'SR-401 ' (1) ·
'SR-514 ' (1) ·
'SR-524 ' (1) ·
'SR-528 ' (1) ·
'SR-91 (Fla's. Turnpike) ' (1) ·
'SR-91 (Fla's.Turnpike) ' (1) ·
'Tomoka River ' (1) ·
'US-1 & FECRR ' (1)
Critical 006b:
Facility 007:
'I 95 SR 9 ' (1) ·
'I-4 EB ' (1) ·
'I-95 ' (1) ·
'I-95 NB ' (1) ·
'I-95 SB ' (1) ·
'NB I 95 SR 9 ' (1) ·
'NB I 95 to Gateway' (1) ·
'NB I-95 (SR-9) ' (1) ·
'SB 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-40 ' (1) ·
'SR-40 EB ' (1) ·
'SR-407 NB ' (1) ·
'SR-528 ' (1) ·
'SR-528 EB ' (1) ·
'SR-528 WB ' (1) ·
'SR91 N/S TPK 103.1' (1) ·
'SR91 N/S TPK 119.1' (1) ·
'SR91 N/S TPK 138.1' (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 175.4 ' (1) ·
'SR91 NB TPK 178.03' (1) ·
'SR91 NB TPK 180.16' (1) ·
'SR91 NB TPK 86.69 ' (1) ·
'SR91 NB TPK 86.88 ' (1) ·
'SR91 SB TPK 175.4 ' (1) ·
'SR91 SB TPK 178.03' (1) ·
'SR91 SB TPK 180.16' (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:
Built 027:
Traffic 029:
10500 (1) ·
106500 (1) ·
12250 (1) ·
13000 (1) ·
15250 (1) ·
16250 (1) ·
16500 (1) ·
19000 (1) ·
19500 (1) ·
20000 (1) ·
203082 (1) ·
25250 (1) ·
25474 (1) ·
3000 (1) ·
3200 (1) ·
35500 (1) ·
40250 (1) ·
40500 (1) ·
44400 (1) ·
46600 (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) ·
110 (1) ·
118 (1) ·
119 (1) ·
143 (1) ·
148 (1) ·
173 (1) ·
223 (1) ·
24 (1) ·
25 (1) ·
27 (1) ·
35 (1) ·
36 (1) ·
37 (1) ·
40 (1) ·
42 (1) ·
43 (1) ·
44 (1) ·
45 (1) ·
46 (1) ·
47 (1) ·
54 (1) ·
55 (1) ·
60 (1) ·
63 (1) ·
65 (1) ·
66 (1) ·
67 (1) ·
70 (1) ·
72 (1) ·
77 (1) ·
99 (1)
Width 052:
Deck 058: (Click arrow to add another value)
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:
Inspect Date 090:
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) ·
21254 (1) ·
22555 (1) ·
26459 (1) ·
28194 (1) ·
28628 (1) ·
32965 (1) ·
33832 (1) ·
34700 (1) ·
352347 (1) ·
43809 (1) ·
44197 (1) ·
5205 (1) ·
5552 (1) ·
61592 (1) ·
69834 (1) ·
70268 (1) ·
77034 (1) ·
80851 (1) ·
95425 (1)
Clearance 116:
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