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)
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- weblink (123)
Use the filters below to narrow your results.
ObjectID:
Status: (Click arrow to add another value)
County 003: (Click arrow to add another value)
Place 004:
None (1) ·
Atlantis (1) ·
Boca Raton (1) ·
Boynton Beach (1) ·
Delray Beach (1) ·
Greenacres City (1) ·
Haverhill (1) ·
Hypoluxo (1) ·
Jupiter (1) ·
Lake Worth (1) ·
Lantana (1) ·
Palm Beach Gardens (1) ·
Riviera Beach (1) ·
Royal Palm Beach village (1) ·
Wellington village (1) ·
West Palm Beach (1)
Route 005d:
Features 006a:
'BOYNTON CANAL ' (1) ·
'CANAL E-2-E(BOYN BC INT)' (1) ·
'CANAL E-2-W(BOYN BC INT)' (1) ·
'CANAL L-12 ' (1) ·
'CR 812 LANTANA RD ' (1) ·
'CSX Railroad ' (1) ·
'E-1 Canal ' (1) ·
'E-2-E Canal ' (1) ·
'El Rio Canal (E-4) ' (1) ·
'FL. TURNPIKE ' (1) ·
'HUNGRYLAND CANAL C-18 ' (1) ·
'I-95 (SR-9) ' (1) ·
'ITCWD CANAL #2 ' (1) ·
'ITCWD CANAL 3 ' (1) ·
'L-38 CANAL ' (1) ·
'L-5 CANAL ' (1) ·
'LATERAL CANAL L-5 ' (1) ·
'LWDD E-1 Canal ' (1) ·
'LWDD E-3 CANAL ' (1) ·
'LWDD L-30 CANAL ' (1) ·
'LWDD LATERAL 14 CANAL ' (1) ·
'M CANAL ' (1) ·
'Over D Canal ' (1) ·
'QUAIL COVEY ROAD ' (1) ·
'SR 710 and CSX RR ' (1) ·
'SR 802 LAKE WORTH RD ' (1) ·
'SR 808 GLADES RD ' (1) ·
'SR 91 TPK ' (1) ·
'SR-91 (Fla. Turnpike) ' (1) ·
'SR-91 Fl. Tpk ' (1) ·
'SR-91 TPK-DRAINAGE CANAL' (1) ·
'SR-91 TPK/DRAINAGE CANAL' (1) ·
'SR-91 Turnpike ' (1) ·
'W.P.B. Canal (C-51) ' (1)
Critical 006b:
Facility 007:
Number 008:
Location 009:
'.75 miles South of SR-882' (1) ·
'0.6MI S OF OKEECHOBEE BLV' (1) ·
'0.6MI S of SOUTHERN BLVD ' (1) ·
'0.75 mile South of SR 708' (1) ·
'0.76 MI SOUTH OF SR 80 ' (1) ·
'0.7MI W OF CONGRESS AVE ' (1) ·
'0.7MI W OF CONGRESS AVE.' (1) ·
'0.7MI N OF BOYNTON BEACH ' (1) ·
'0.7MI N OF BOYNTON BH BL ' (1) ·
'0.8MI N OF LANTANA ROAD ' (1) ·
'0.9MI W OF POWERLINE RD ' (1) ·
'1.0MI SOUTH OF SR-706 ' (1) ·
'1.0MI W OF MILITARY TRAIL' (1) ·
'1.2MI S OF OKEECHOBEE BL ' (1) ·
'1.3 mile S of Linton Rd. ' (1) ·
'1.3mi. South of Linton ' (1) ·
'1.7mi W Forrest/Tangerine' (1) ·
'1.8 MI N OF PGA BLV/SR786' (1) ·
'1.9Mi S of WOOLBRIGHT ' (1) ·
'16Mi W of SR-7 ' (1) ·
'1MI S OF LINTON BLVD ' (1) ·
'2.0 MILES N OF SR 812 ' (1) ·
'2.1 M S OF LAKEWORTH INTR' (1) ·
'2.1MI S LAKEWORTH INTERCH' (1) ·
'2.9MI W OF MILITARY TRAIL' (1) ·
'300' E of FL Turnpike ' (1) ·
'4MI N OF OKEECHOBEE BLVD.' (1) ·
'6.2 MILES SOUTH OF SR-802' (1) ·
'E Congress Ave. & W I-95 ' (1) ·
'Just E SR 7-Forest Hill ' (1) ·
'Lake Worth Rd. at SR-7 ' (1) ·
'SR-704 Over SR-91 ' (1) ·
'SR-91 FL TPK OVER SR-808 ' (1) ·
'Tpk. SR 706 Interchange ' (1) ·
'Tpk. / SR 706 Interchange' (1)
Latitude 016:
Longitude 017:
Owner 022:
Built 027:
Traffic 029:
100 (1) ·
106500 (1) ·
106800 (1) ·
10700 (1) ·
12500 (1) ·
14500 (1) ·
15500 (1) ·
16600 (1) ·
17500 (1) ·
21000 (1) ·
22500 (1) ·
23000 (1) ·
24000 (1) ·
25000 (1) ·
3000 (1) ·
32750 (1) ·
33000 (1) ·
39250 (1) ·
39500 (1) ·
40000 (1) ·
47500 (1) ·
4800 (1) ·
48000 (1) ·
57500 (1) ·
7000 (1) ·
77000 (1) ·
78500 (1) ·
8600 (1) ·
9350 (1)
Service On 042a:
Service Under 042b:
Kind 043a:
Type 043b:
Length 049:
Width 052:
Deck 058:
Superstructure 059: (Click arrow to add another value)
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:
Deck Type 107:
Scour 113:
Bridge foundations (including piles) on dry land well above flood water elevations. (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 (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:
10250 (1) ·
133595 (1) ·
136198 (1) ·
14921 (1) ·
16222 (1) ·
184778 (1) ·
185298 (1) ·
18565 (1) ·
200 (1) ·
25375 (1) ·
26893 (1) ·
28801 (1) ·
30362 (1) ·
36435 (1) ·
39037 (1) ·
39038 (1) ·
39905 (1) ·
41640 (1) ·
43375 (1) ·
5205 (1) ·
56821 (1) ·
57255 (1) ·
68099 (1) ·
68532 (1) ·
69400 (1) ·
73000 (1) ·
82412 (1) ·
8328 (1) ·
83280 (1) ·
99763 (1)
Clearance 116:
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