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:
None (1) ·
54175 (1) ·
58725 (1) ·
Atlantis (1) ·
Boca Raton (1) ·
Boynton Beach (1) ·
Delray Beach (1) ·
Fort Pierce (1) ·
Hypoluxo (1) ·
Indialantic (1) ·
Jupiter (1) ·
Lake Worth (1) ·
Lantana (1) ·
Palm Beach Gardens (1) ·
Sewall's Point (1) ·
Tequesta village (1) ·
Vero Beach (1) ·
West Palm Beach (1)
Route 005d:
Direction 005e:
Features 006a:
'Belcher Canal (C-25) ' (1) ·
'Blue Cypress Marsh ' (1) ·
'BOYNTON CANAL ' (1) ·
'Cabana Colony Circle ' (1) ·
'Danforth Creek ' (1) ·
'E-2 Canal ' (1) ·
'East Indian River Relief' (1) ·
'Habitat Connectivity ' (1) ·
'Header Creek Canal ' (1) ·
'Indian River Relief ' (1) ·
'INTRACOASTAL WATERWAY ' (1) ·
'L-38 CANAL ' (1) ·
'L-78 Borrow Canal ' (1) ·
'Lake Worth Util Outfall ' (1) ·
'LITTLE MUD CREEK ' (1) ·
'Long Creek ' (1) ·
'Loxahatchee Slough ' (1) ·
'LWDD E-3 CANAL ' (1) ·
'LWDD L-30 CANAL ' (1) ·
'LWDD LATERAL 14 CANAL ' (1) ·
'Miami Canal L-25 ' (1) ·
'N Fork Loxahatchee River' (1) ·
'N Fork St. Lucie River ' (1) ·
'N. Fork St. Lucie River ' (1) ·
'NB I-95 to Belvedere Rd.' (1) ·
'Padgett Branch Marsh ' (1) ·
'QUAIL COVEY ROAD ' (1) ·
'Rim Ditch Canal C-24 ' (1) ·
'Rio Mar Bay ' (1) ·
'SB I-95 To EB 706 ' (1) ·
'SR-91 TPK-DRAINAGE CANAL' (1) ·
'St. John's Marsh ' (1) ·
'St. Johns River Relief ' (1) ·
'Ten Mile Creek ' (1) ·
'West Indian River Relief' (1)
Critical 006b:
Facility 007:
Number 008:
Location 009:
'0.1 Mile West of A1A ' (1) ·
'0.3 Mile East of US-1 ' (1) ·
'0.5 Mi. E of Lyons Rd. ' (1) ·
'0.7MI W OF CONGRESS AVE ' (1) ·
'0.7MI W OF CONGRESS AVE.' (1) ·
'0.7MI N OF BOYNTON BEACH ' (1) ·
'0.8MI N OF LANTANA ROAD ' (1) ·
'0.8Mi. N of PGA Blvd. ' (1) ·
'0.9MI W OF POWERLINE RD ' (1) ·
'1.0MI W OF MILITARY TRAIL' (1) ·
'1.2MI. W of US-1 ' (1) ·
'1.5 mi N of SR 68 ' (1) ·
'1.5 mi. N. of SR 68 ' (1) ·
'1.61mi east of PGA&SR710 ' (1) ·
'1.8mi. East of SR-91 ' (1) ·
'1.9Mi S of WOOLBRIGHT ' (1) ·
'10.3Mi. E of SR-91 (TPK) ' (1) ·
'11.6Mi. E of SR-91 (TPK) ' (1) ·
'12.1Mi. E of SR-91 (TPK) ' (1) ·
'1MI S OF LINTON BLVD ' (1) ·
'1mi. west of CR-613 ' (1) ·
'2.5 mi East of TPK Exit ' (1) ·
'2mi. East of SR-91 ' (1) ·
'3.9 MI W of FL Tpk SR 91 ' (1) ·
'6.4Mi. E of SR-91 (TPK) ' (1) ·
'7 MI W of FL TPK SR91 ' (1) ·
'At John Stretch Park ' (1) ·
'East of Ernest Lyons Bri.' (1) ·
'I 95 SR 706 interchange ' (1) ·
'Just N. of Southern Blvd ' (1) ·
'NE Quad I 95 6th Ave S ' (1) ·
'NORTH OF BLIND CREEK ' (1) ·
'NW Quad I-95/6th Ave S ' (1) ·
'SR-40 WB - Habitat Connec' (1) ·
'SR-415 -St. Johns Relief ' (1) ·
'US-192 EB - Indian Riv ' (1) ·
'West of Ernest Lyons Bri.' (1)
Latitude 016:
Longitude 017:
Owner 022:
Built 027:
Traffic 029:
10500 (1) ·
10700 (1) ·
11700 (1) ·
12500 (1) ·
13500 (1) ·
14900 (1) ·
15500 (1) ·
17500 (1) ·
17750 (1) ·
18500 (1) ·
18700 (1) ·
22500 (1) ·
24000 (1) ·
25000 (1) ·
2600 (1) ·
29250 (1) ·
300 (1) ·
3087 (1) ·
3250 (1) ·
33000 (1) ·
3450 (1) ·
4300 (1) ·
4800 (1) ·
600 (1) ·
7150 (1) ·
7500 (1) ·
9150 (1)
Service On 042a:
Service Under 042b:
Kind 043a:
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) ·
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:
12405 (1) ·
13012 (1) ·
15000 (1) ·
15875 (1) ·
18218 (1) ·
18500 (1) ·
18565 (1) ·
20300 (1) ·
23423 (1) ·
26893 (1) ·
30362 (1) ·
30796 (1) ·
32098 (1) ·
32445 (1) ·
39037 (1) ·
39038 (1) ·
41640 (1) ·
43375 (1) ·
4510 (1) ·
500 (1) ·
50749 (1) ·
5356 (1) ·
5639 (1) ·
57255 (1) ·
5986 (1) ·
7460 (1) ·
8328 (1) ·
900 (1)
Clearance 116:
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