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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- weblink (123)
Use the filters below to narrow your results.
ObjectID:
Status: (Click arrow to add another value)
County 003:
Place 004:
Route 005d:
Features 006a:
'Angle Rd - Belcher Canal' (1) ·
'Angle Rd.- Belcher Canal' (1) ·
'Belcher Canal (C-25) ' (1) ·
'BOYNTON CANAL ' (1) ·
'C-23 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) ·
'Danforth Creek ' (1) ·
'FL. TURNPIKE ' (1) ·
'Galiano Rd & C-24 Canal ' (1) ·
'Galiano Rd. & C-24 Canal' (1) ·
'Header Canal ' (1) ·
'L-38 CANAL ' (1) ·
'L-5 CANAL ' (1) ·
'LWDD E-3 CANAL ' (1) ·
'LWDD L-30 CANAL ' (1) ·
'N Fork St. Lucie River ' (1) ·
'Pine Street ' (1) ·
'QUAIL COVEY ROAD ' (1) ·
'SR 70 ' (1) ·
'SR 710 and CSX RR ' (1) ·
'SR-91 (Fla's. Turnpike) ' (1) ·
'SR-91 (Fla's.Turnpike) ' (1) ·
'SR-91 Fl. Tpk ' (1) ·
'SR-91 TPK-DRAINAGE CANAL' (1) ·
'SR-91 TPK/DRAINAGE CANAL' (1) ·
'SR-91 Turnpike ' (1) ·
'Ten Mile Creek ' (1)
Critical 006b:
Facility 007:
'EB Okee. Blvd. ' (1) ·
'EB 706 To SB I-95 ' (1) ·
'EB SR - 714 ' (1) ·
'HYPOLUXO ROAD EB ' (1) ·
'HYPOLUXO ROAD WB ' (1) ·
'JOG RD NB ' (1) ·
'JOG ROAD (NB) ' (1) ·
'JOG ROAD (SB) ' (1) ·
'JOG ROAD NB ' (1) ·
'JOG ROAD SB ' (1) ·
'NB I-95 (SR-9) ' (1) ·
'NB I-95 (SR-9) ' (1) ·
'NB SR-615 ' (1) ·
'SB I 95 SR 9 ' (1) ·
'SB I-95 (SR-9 ) ' (1) ·
'SB I-95 (SR-9) ' (1) ·
'SB SR-615 ' (1) ·
'SR-528 EB ' (1) ·
'SR-80 EB ' (1) ·
'SR91 NB TPK 153.1 ' (1) ·
'SR91 NB TPK 86.69 ' (1) ·
'SR91 NB TPK 86.88 ' (1) ·
'SR91 NB TPK 91.26 ' (1) ·
'SR91 SB TPK 86.85 ' (1) ·
'SR91 SB TPK 87.213' (1) ·
'SR91 SB TPK 91.26 ' (1) ·
'SW 18TH ST WB ' (1) ·
'SW 18TH ST. EB ' (1) ·
'WB Okee. Blvd. ' (1) ·
'WB Prt St Lucie Bd' (1) ·
'WB SR - 714 ' (1) ·
'WB SR 70 ' (1) ·
'WB SR-70 ' (1) ·
'Woolbright Road EB' (1) ·
'Woolbright Road WB' (1) ·
'YAMATO RD EB ' (1) ·
'YAMATO RD WB ' (1)
Number 008:
Location 009:
'0.6MI S of SOUTHERN BLVD ' (1) ·
'0.75 mile South of SR 708' (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) ·
'0.9MI W OF POWERLINE RD ' (1) ·
'1.0MI W OF MILITARY TRAIL' (1) ·
'1.5 mi N of SR 68 ' (1) ·
'1.5 Mi N/O SW Kanner Hwy ' (1) ·
'1.5 mi. N. of SR 68 ' (1) ·
'1.5 N of SW KANNER HWY ' (1) ·
'1.9Mi S of WOOLBRIGHT ' (1) ·
'16Mi W of SR-7 ' (1) ·
'1MI S OF LINTON BLVD ' (1) ·
'2 mi. N of Gatlin Blvd. ' (1) ·
'2.1 M S OF LAKEWORTH INTR' (1) ·
'2.1MI S LAKEWORTH INTERCH' (1) ·
'2.5 mi East of TPK Exit ' (1) ·
'2.5 mi. N of SR 70 ' (1) ·
'2.6 MILES NORTH OF SR-710' (1) ·
'2.9MI W OF MILITARY TRAIL' (1) ·
'2mi. East of SR-91 ' (1) ·
'2mi.N of SR714 on I95 ' (1) ·
'3.9 mi. W of FL Turnpike ' (1) ·
'6.2 MILES SOUTH OF SR-802' (1) ·
'7.0 mi. W of FL Turnpike ' (1) ·
'SR-528 EB over Pine St. ' (1) ·
'SR-704 Over SR-91 ' (1) ·
'Tpk. SR 706 Interchange ' (1)
Latitude 016:
Longitude 017:
Owner 022:
Built 027:
Traffic 029:
Service On 042a:
Service Under 042b:
Kind 043a:
Type 043b:
Length 049:
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: (Click arrow to add another value)
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:
12405 (1) ·
14921 (1) ·
16222 (1) ·
184778 (1) ·
25375 (1) ·
26893 (1) ·
30796 (1) ·
32965 (1) ·
34960 (1) ·
37302 (1) ·
39037 (1) ·
39038 (1) ·
41640 (1) ·
43375 (1) ·
4510 (1) ·
50749 (1) ·
5205 (1) ·
54946 (1) ·
5639 (1) ·
56821 (1) ·
57255 (1) ·
61592 (1) ·
67231 (1) ·
68099 (1) ·
73000 (1) ·
8328 (1)
Clearance 116:
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