Drilldown: bridge data
From Indian River Lagoon Project
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- Event (169)
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- Waterbody (27)
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- 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:
'Banana River ' (1) ·
'BOYNTON CANAL ' (1) ·
'C-15 Canal ' (1) ·
'C-51 Canal ' (1) ·
'C-54 Canal ' (1) ·
'E-2W CANAL ' (1) ·
'E-3 CANAL ' (1) ·
'Header Canal ' (1) ·
'Header Creek Canal ' (1) ·
'Indian River Relief ' (1) ·
'L-38 CANAL ' (1) ·
'L-5 Canal ' (1) ·
'L-78 Borrow Canal ' (1) ·
'Loxahatchee Slough ' (1) ·
'LWDD E- 2W CANAL ' (1) ·
'LWDD E-2E Canal ' (1) ·
'LWDD E-2W CANAL ' (1) ·
'LWDD E-3 CANAL ' (1) ·
'LWDD L-30 CANAL ' (1) ·
'Northlake Blvd. WB ' (1) ·
'Spruce Creek ' (1) ·
'ST LUCIE CANAL ' (1) ·
'St. Johns River ' (1) ·
'Ten Mile Creek ' (1) ·
'Tomoka River ' (1) ·
'Turkey Creek ' (1)
Critical 006b:
Facility 007:
'CLINT MOORE RD WB ' (1) ·
'CLINT MOORE RD. EB' (1) ·
'CLINT MOORE RD. WB' (1) ·
'E/B Atlantic Ave. ' (1) ·
'EB Lake Worth Rd. ' (1) ·
'EB SR 70 ' (1) ·
'EB SR-710 ' (1) ·
'HYPOLUXO ROAD EB ' (1) ·
'HYPOLUXO ROAD WB ' (1) ·
'I-4 EB ' (1) ·
'I-4 WB ' (1) ·
'I-95 NB ' (1) ·
'I-95 SB ' (1) ·
'JOG RD NB ' (1) ·
'JOG ROAD (NB) ' (1) ·
'JOG ROAD (SB) ' (1) ·
'JOG ROAD NB ' (1) ·
'JOG ROAD SB ' (1) ·
'Loxahatchee Slough' (1) ·
'NB I 95 SR 9 ' (1) ·
'NB US-27 SR-25 ' (1) ·
'Northlake Blvd. EB' (1) ·
'Port Malabar BL WB' (1) ·
'SB I-95 (SR-9) ' (1) ·
'SBSR807 to EBSR80 ' (1) ·
'SR 70 EB ' (1) ·
'SR-415 ' (1) ·
'SR-520 EB ' (1) ·
'SR-520 WB ' (1) ·
'SR-60 EB ' (1) ·
'SR-91 TPK NB 131.0' (1) ·
'SR91 SB OFF RP81.9' (1) ·
'SR91 SB ON RP 81.9' (1) ·
'US-192 EB ' (1) ·
'W/B Atlantic Ave ' (1) ·
'WB SR 70 ' (1) ·
'WB SR-710 ' (1)
Number 008:
Location 009:
'.5 miles South of SR-70 ' (1) ·
'0.25 MI N OF ATLANTIC AVE' (1) ·
'0.6MI S of SOUTHERN BLVD ' (1) ·
'0.7MI N OF BOYNTON BEACH ' (1) ·
'0.7MI N OF BOYNTON BH BL ' (1) ·
'1 Mile East of Jog Rd. ' (1) ·
'1 mile S of Linton Blvd ' (1) ·
'1.0MI W OF MILITARY TRAIL' (1) ·
'1.45 Mi W of Bee Line Hwy' (1) ·
'1.6 miles East of SR-507 ' (1) ·
'1.9 Mi E of US-441 ' (1) ·
'1.9 Mile E of US441 ' (1) ·
'1.9 Miles East of US-441 ' (1) ·
'1.9Mi S of WOOLBRIGHT ' (1) ·
'10.3Mi. E of SR-91 (TPK) ' (1) ·
'1MI S OF LINTON BLVD ' (1) ·
'2 miles East of SR-786 ' (1) ·
'2 miles East of SR786 ' (1) ·
'3.7 MI S. OF STUART INT. ' (1) ·
'3.9 MI W of FL Tpk SR 91 ' (1) ·
'7 MI W of FL TPK SR91 ' (1) ·
'7.0 mi. W of FL Turnpike ' (1) ·
'Atlantic Ave./Fl. Tpk. ' (1) ·
'Buffer Preserve Drive ' (1) ·
'I-4 EB over Tomoka River ' (1) ·
'I-4 WB over Tomoka River ' (1) ·
'I-95 NB over Spruce Creek' (1) ·
'Palm Beach - Broward Line' (1) ·
'SE quadrant PB Int Airprt' (1) ·
'SR-415- St.Johns River ' (1) ·
'SR-520 EB - Banana River ' (1) ·
'SR-520 WB - Banana River ' (1) ·
'US-192 EB - Indian Riv ' (1)
Latitude 016:
Longitude 017:
Owner 022:
Built 027:
Traffic 029:
101000 (1) ·
12500 (1) ·
13250 (1) ·
14878 (1) ·
15250 (1) ·
15500 (1) ·
16297 (1) ·
18500 (1) ·
21000 (1) ·
21382 (1) ·
21500 (1) ·
22200 (1) ·
22500 (1) ·
24000 (1) ·
2600 (1) ·
29000 (1) ·
3087 (1) ·
3200 (1) ·
3250 (1) ·
32500 (1) ·
33000 (1) ·
3550 (1) ·
35500 (1) ·
37006 (1) ·
37250 (1) ·
5200 (1) ·
5975 (1) ·
6000 (1) ·
7300 (1) ·
9150 (1)
Service On 042a:
Service Under 042b: (Click arrow to add another value)
Kind 043a:
Type 043b:
Length 049:
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) ·
No noticeable or noteworthy deficiencies which affect the condition of the channel. (1)
Culvert 062:
Inspect Date 090:
Direction 102: (Click arrow to add another value)
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)
Future 114:
10410 (1) ·
12666 (1) ·
15875 (1) ·
175235 (1) ·
22989 (1) ·
25813 (1) ·
26459 (1) ·
26893 (1) ·
28275 (1) ·
32098 (1) ·
36435 (1) ·
37098 (1) ·
37303 (1) ·
38517 (1) ·
39037 (1) ·
39038 (1) ·
40625 (1) ·
41640 (1) ·
4510 (1) ·
50315 (1) ·
5356 (1) ·
5552 (1) ·
5639 (1) ·
57255 (1) ·
6159 (1) ·
61593 (1) ·
64205 (1) ·
64629 (1) ·
6812 (1) ·
73000 (1) ·
9022 (1)
Showing below up to 40 results in range #1 to #40.
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