Drilldown: bridge data
From Indian River Lagoon Project
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Use the filters below to narrow your results.
ObjectID:
County 003:
Place 004:
Route 005d:
Direction 005e:
Features 006a:
'Angle Rd - Belcher Canal' (1) ·
'Angle Rd.- Belcher Canal' (1) ·
'C-51 CANAL ' (1) ·
'Canal ' (1) ·
'CANAL L-12 ' (1) ·
'CANAL-17 ' (1) ·
'CR 708 ' (1) ·
'Cypress Creek ' (1) ·
'DANFORTH CREEK ' (1) ·
'Drainage Canal ' (1) ·
'E-3 Canal ' (1) ·
'Header Canal ' (1) ·
'HILLSBORO CANAL L-14 ' (1) ·
'I 95 SR 9 ' (1) ·
'I-95 (SR 9) ' (1) ·
'LK OSBORNE DR&CENTER DR ' (1) ·
'LOXAHATCHEE RIVER ' (1) ·
'LWDD L-38 CANAL ' (1) ·
'M-1 CANAL ' (1) ·
'Melbourne-Tillman Canal ' (1) ·
'Military Trail ' (1) ·
'Navy Canal ' (1) ·
'Nova Canal ' (1) ·
'PERENNIAL CANAL ' (1) ·
'SB I-95 To EB 706 ' (1) ·
'SR 91 TPK ' (1) ·
'SR-68 ' (1) ·
'SR-9 (I-95) ' (1) ·
'SR-91 TPK & BOCA RIO RD.' (1) ·
'SR-91/TPK & BOCA RIO RD.' (1) ·
'SR786 I95 I95 Ramps ' (1) ·
'St. Johns River ' (1) ·
'SW FORK LOXAHATCHEE RVR ' (1)
Critical 006b:
Facility 007:
'6TH AVE SO. WB ' (1) ·
'Bellevue Ave ' (1) ·
'Central Blvd ' (1) ·
'CR 76A ' (1) ·
'CR708 125.4 ' (1) ·
'DNLD RS RD E 112.2' (1) ·
'DNLD RS RD W 112.2' (1) ·
'Emerson Drive ' (1) ·
'FOREST HILL BLVD. ' (1) ·
'Graham Road ' (1) ·
'I 95 SR 9 ' (1) ·
'LEIGHTON FARM AVE ' (1) ·
'MILITARY TRAIL NB ' (1) ·
'MILITARY TRAIL SB ' (1) ·
'NB 1-95 (SR-9) ' (1) ·
'NB I-95 (S.R. 9) ' (1) ·
'NB I-95 (SR-9) ' (1) ·
'NW 2ND ST ' (1) ·
'OKEECHOBEE RD. EB ' (1) ·
'Old Dixie Highway ' (1) ·
'PALMETTO PK RD(EB)' (1) ·
'PALMETTO PK RD(WB)' (1) ·
'PARK COMMERCE BLVD' (1) ·
'Patti Drive ' (1) ·
'SB I-95 (S.R. 9) ' (1) ·
'SB I-95 (SR 9) ' (1) ·
'SB I-95 (SR-9) ' (1) ·
'SR 614 (INDRIO-RD)' (1) ·
'SR-415 ' (1) ·
'SR-5A ' (1) ·
'SR-80 EB ' (1) ·
'SR-80 WB ' (1) ·
'SR-808 Glades Road' (1) ·
'SR786 WB to SB I95' (1) ·
'WB 706 To SB I-95 ' (1) ·
'WB SR 70 ' (1) ·
'Woodcliff Drive ' (1)
Number 008:
Location 009:
'.75 MI. S. of US-92 ' (1) ·
'0.1 MILE WEST OF I-95 ' (1) ·
'0.25 mile North of SR 786' (1) ·
'0.2Mi W OF ROYAL P.B. BLV' (1) ·
'0.3MI N of SR-706 ' (1) ·
'0.4 MILE N OF SR-710 ' (1) ·
'0.5 mile West of I-95 ' (1) ·
'0.6 MI E OF I-95 ON SR614' (1) ·
'0.6MI South of CR-714 ' (1) ·
'0.6MI WEST OF I-95 ' (1) ·
'0.7MI N of Northlake Blvd' (1) ·
'1 mi North of Malabar Rd ' (1) ·
'1 mi. N of Cnty Rd 708 ' (1) ·
'1 mile North of SR 786 ' (1) ·
'1.7 miles North of SR 706' (1) ·
'10ft. East of Nova Road ' (1) ·
'15ft. N of Pine Island Dr' (1) ·
'16Mi W of SR-7 ' (1) ·
'1MI N OF CLINT MOORE RD ' (1) ·
'1MI N. of CLINT MOORE RD.' (1) ·
'1mi. N of SR-70/SR-9 ' (1) ·
'2.5 mi. N of SR 70 ' (1) ·
'2.5 miles North of SR-706' (1) ·
'2MI E of SR-7 US-441 ' (1) ·
'3 MI NORTH OF PGA BLVD ' (1) ·
'40ft. E. of SR-5A ' (1) ·
'7.0 mi. W of FL Turnpike ' (1) ·
'750FT W OF SR-7 (US-441) ' (1) ·
'AT SOUTHERN/FORESTHILINTR' (1) ·
'CR 76A over I-95 ' (1) ·
'I 95 SR 706 interchange ' (1) ·
'I 95 SR 786 Interchange ' (1) ·
'Just North of SR70 on I95' (1) ·
'N.OF PGA BLVD S.JUPITER ' (1) ·
'NB I-95 over CR 708 ' (1) ·
'SB I-95 over CR 708 ' (1) ·
'SR-415 - St. Johns River ' (1)
Latitude 016:
Longitude 017:
Owner 022:
Built 027: (Click arrow to add another value)
Traffic 029:
1001 (1) ·
10516 (1) ·
106 (1) ·
1082 (1) ·
13000 (1) ·
13500 (1) ·
1440 (1) ·
15300 (1) ·
15600 (1) ·
160500 (1) ·
18000 (1) ·
20000 (1) ·
21500 (1) ·
22500 (1) ·
2302 (1) ·
2500 (1) ·
27251 (1) ·
29307 (1) ·
29500 (1) ·
322 (1) ·
3250 (1) ·
33000 (1) ·
34000 (1) ·
36000 (1) ·
3900 (1) ·
40250 (1) ·
40500 (1) ·
47500 (1) ·
4800 (1) ·
62000 (1) ·
76000 (1) ·
7896 (1) ·
9150 (1) ·
9300 (1)
Service On 042a:
Service Under 042b:
Kind 043a:
Type 043b:
Length 049:
Width 052:
Deck 058:
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 being eroded. River control devices and/or embankment have major damage. Trees and brush restrict the channel. (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:
Deterioration or initial disintegration, minor chloride contamination, cracking with some leaching, or spalls on concrete or masonry walls and slabs. Local minor scouring at curtain walls, wingwalls or pipes. Metal culverts have a smooth curvature, non-symmetrical shape, significant corrosion or moderate pitting. (1) ·
Moderate to major deterioration or disintegration, extensive cracking and leaching or spalls on concrete or masonry walls and slabs. Minor settlement or misalignment. Noticeable scouring or erosion at curtain walls, wingwalls or pipes. Metal culverts have significant distortion and deflection in one section, significant corrosion or deep pitting (1) ·
N/A (1) ·
Shrinkage cracks, light scaling and insignificant spalling which does not expose reinforcing steel. Insignificant damage caused by drift with no misalignment and not requiring corrective action. Some minor scouring has occured near curtain walls, wingwalls or pipes. Metal culverts have a smooth symmetrical curvature with superficial corrosion and no pitting. (1)
Inspect Date 090:
Direction 102:
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 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:
1000 (1) ·
107570 (1) ·
1309 (1) ·
13145 (1) ·
131860 (1) ·
15875 (1) ·
16136 (1) ·
1730 (1) ·
174 (1) ·
22555 (1) ·
23423 (1) ·
24000 (1) ·
26546 (1) ·
27066 (1) ·
278468 (1) ·
31230 (1) ·
373 (1) ·
37302 (1) ·
39038 (1) ·
3994 (1) ·
4001 (1) ·
47280 (1) ·
50848 (1) ·
511825 (1) ·
5639 (1) ·
57255 (1) ·
58990 (1) ·
62460 (1) ·
6766 (1) ·
69834 (1) ·
70268 (1) ·
82412 (1) ·
8328 (1) ·
9128 (1)
Clearance 116:
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