Drilldown: bridge data
From Indian River Lagoon Project
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- Event (169)
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- Waterbody (27)
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- bridge data (1468)
- definition (254)
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Use the filters below to narrow your results.
ObjectID:
County 003:
Place 004:
Route 005d:
Direction 005e:
Features 006a:
'Aurantia Rd. ' (1) ·
'C-17 Canal ' (1) ·
'C-18 Canal ' (1) ·
'CR 708 ' (1) ·
'CR-5A ' (1) ·
'Cypress Creek ' (1) ·
'Dirksen Dr ' (1) ·
'Drainage Canal ' (1) ·
'FECRR - Tymber Crk Rd ' (1) ·
'HOWARD CREEK ' (1) ·
'I-4 ' (1) ·
'I-4 EB ' (1) ·
'I-4 WB ' (1) ·
'Indian River ' (1) ·
'LWDD E- 2W CANAL ' (1) ·
'LWDD LAT. 38 CANAL ' (1) ·
'Maytown Rd. ' (1) ·
'Maytown Road ' (1) ·
'Sottile Canal ' (1) ·
'SR 811 & FEC RR ' (1) ·
'SR-406 ' (1) ·
'SR-44 ' (1) ·
'SR-442 ' (1) ·
'SR-50 ' (1) ·
'SR-518 ' (1) ·
'ST LUCIE CANAL ' (1) ·
'St. Lucie Canal ' (1) ·
'Tillman Canal ' (1) ·
'US-92 ' (1) ·
'W. Relief Indian River ' (1) ·
Sottile Canal (1)
Critical 006b:
Facility 007:
'CLINT MOORE RD. WB' (1) ·
'CR-880 ' (1) ·
'Graves Ave ' (1) ·
'I-4 EB ' (1) ·
'I-95 ' (1) ·
'I-95 NB ' (1) ·
'I-95 SB ' (1) ·
'Jensen Bch. Cswy. ' (1) ·
'LYONS ROAD ' (1) ·
'NB I-95 (SR-9) ' (1) ·
'Orange camp Rd. ' (1) ·
'SB I 95 SR 9 Ramp ' (1) ·
'SB I-95 (SR 9) ' (1) ·
'SB I-95 (SR-9) ' (1) ·
'SR-44 EB ' (1) ·
'SR-44 WB ' (1) ·
'SR-528 ' (1) ·
'SR-91 TPK NB 131.0' (1) ·
'WB Blue Heron Blvd' (1) ·
'WB SR 786 ' (1) ·
'WESTMORELAND BLVD ' (1) ·
I-95 (1)
Number 008:
Location 009:
'0.6MI W OF US-1 ' (1) ·
'1 mi. N of Cnty Rd 708 ' (1) ·
'1 Mile East of I-95 ' (1) ·
'1.9 Mi E of US-441 ' (1) ·
'1MI N OF CLINT MOORE RD ' (1) ·
'1mi N of SR-76(Kanner Hw)' (1) ·
'1st overpass east of I-95' (1) ·
'2.5 miles North of SR-706' (1) ·
'3.7 MI S. OF STUART INT. ' (1) ·
'4.1Mi W OF SR-80 ' (1) ·
'4.5 Mi. N of SR-46 ' (1) ·
'Graves Ave over I-4 ' (1) ·
'I-4 EB - Dirksen Dr ' (1) ·
'I-95 NB - Maytown Road ' (1) ·
'I-95 NB - SR-44 ' (1) ·
'I-95 NB - Tillman Canal ' (1) ·
'I-95 NB over FECRR ' (1) ·
'I-95 NB over SR-406 ' (1) ·
'I-95 NB over SR-442 ' (1) ·
'I-95 NB over SR-50 ' (1) ·
'I-95 SB - CR-5A ' (1) ·
'I-95 SB - Sottile Canal ' (1) ·
'I-95 SB over FECRR ' (1) ·
'I-95 SB over SR-406 ' (1) ·
'I-95 SB over SR-50 ' (1) ·
'I-95 SB over US-92 ' (1) ·
'I-95 SB SR-518 ' (1) ·
'I-95 SB- Tillman Canal ' (1) ·
'I-95 SB-Maytown Road ' (1) ·
'NB I-95 over CR 708 ' (1) ·
'Orange camp Rd. over I-4 ' (1) ·
'SB I-95 over CR 708 ' (1) ·
'SR 706 to I 95 Ramp ' (1) ·
'SR-44 EB - I-4 ' (1) ·
'SR-44 WB over I-4 ' (1) ·
'SR-528 EB - Indian River ' (1) ·
'W. of Jensen Bch. Cswy. ' (1) ·
I-95 NB - Sottile Canal (1) ·
I-95 NB and CR-5A (1)
Latitude 016:
Longitude 017:
Owner 022:
Built 027:
Traffic 029:
11300 (1) ·
12600 (1) ·
13250 (1) ·
14000 (1) ·
15700 (1) ·
16000 (1) ·
16297 (1) ·
16340 (1) ·
18250 (1) ·
18500 (1) ·
19500 (1) ·
20327 (1) ·
21382 (1) ·
22200 (1) ·
23250 (1) ·
24750 (1) ·
25250 (1) ·
25474 (1) ·
32250 (1) ·
35500 (1) ·
38250 (1) ·
40250 (1) ·
40500 (1) ·
4100 (1) ·
41250 (1) ·
55000 (1) ·
8150 (1)
Service On 042a:
Service Under 042b:
Type 043b:
Length 049:
Width 052: (Click arrow to add another value)
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 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) ·
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:
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 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 is scour critical; bridge foundations determined to be unstable for assessed or calculated scour conditions: Scour within limits of footing or piles. Scour below spread-footing base or pile tips. (1) ·
Bridge not over waterway. (1)
Future 114:
14140 (1) ·
19606 (1) ·
20700 (1) ·
22989 (1) ·
24290 (1) ·
27240 (1) ·
27760 (1) ·
28275 (1) ·
28350 (1) ·
31664 (1) ·
32098 (1) ·
33832 (1) ·
35268 (1) ·
37098 (1) ·
38517 (1) ·
40339 (1) ·
42941 (1) ·
43809 (1) ·
44197 (1) ·
55954 (1) ·
61592 (1) ·
66364 (1) ·
69834 (1) ·
70268 (1) ·
7114 (1) ·
71569 (1) ·
95425 (1)
Showing below up to 42 results in range #1 to #42.
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