Drilldown: bridge data
From Indian River Lagoon Project
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- Event (169)
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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:
'C-51 CANAL ' (1) ·
'CANAL C-108 ' (1) ·
'CANAL L-12 ' (1) ·
'CANAL-17 ' (1) ·
'CR 708 ' (1) ·
'Cypress Creek ' (1) ·
'DANFORTH CREEK ' (1) ·
'Deep Ck. Diversion Cnl ' (1) ·
'Drainage Canal ' (1) ·
'Header Canal ' (1) ·
'HILLSBORO CANAL L-14 ' (1) ·
'I 95 SR 9 ' (1) ·
'I-95 (SR 9) ' (1) ·
'Indian River IWW ' (1) ·
'INTRACOASTAL WATERWAY ' (1) ·
'KRUEGER CREEK ' (1) ·
'Lake Ashby Canal ' (1) ·
'Little Haw Creek ' (1) ·
'LOXAHATCHEE RIVER ' (1) ·
'LWDD E-1 CANAL ' (1) ·
'LWDD E-3 CANAL ' (1) ·
'LWDD L-38 CANAL ' (1) ·
'Military Trail ' (1) ·
'Nova Canal ' (1) ·
'PERENNIAL CANAL ' (1) ·
'SB I-95 To EB 706 ' (1) ·
'SR 91 TPK ' (1) ·
'SR-91 TPK & BOCA RIO RD.' (1) ·
'SR-91/TPK & BOCA RIO RD.' (1) ·
'SR786 I95 I95 Ramps ' (1) ·
'SW FORK LOXAHATCHEE RVR ' (1) ·
'Tillman Canal ' (1) ·
'W.P.B. Canal (C-51) ' (1)
Critical 006b:
Facility 007:
'Central Blvd ' (1) ·
'CR 76A ' (1) ·
'CR-880 ' (1) ·
'CR-A1A(OCEAN BLVD)' (1) ·
'CR708 125.4 ' (1) ·
'CR708 SE BRIDGE RD' (1) ·
'DNLD RS RD E 112.2' (1) ·
'DNLD RS RD W 112.2' (1) ·
'FOREST HILL BLVD. ' (1) ·
'I 95 SR 9 ' (1) ·
'JORGENSEN RD ' (1) ·
'LEIGHTON FARM AVE ' (1) ·
'Maytown Road ' (1) ·
'MILITARY TRAIL NB ' (1) ·
'MILITARY TRAIL SB ' (1) ·
'Minton Road CR-509' (1) ·
'NB 1-95 (SR-9) ' (1) ·
'NB I-95 (SR-9) ' (1) ·
'NORTH MACEDO BLVD ' (1) ·
'NW 2ND ST ' (1) ·
'Old Dixie Highway ' (1) ·
'PALMETTO PK RD(EB)' (1) ·
'PALMETTO PK RD(WB)' (1) ·
'PARK COMMERCE BLVD' (1) ·
'PIPER'S GLEN ROAD ' (1) ·
'SB I-95 (SR 9) ' (1) ·
'SB I-95 (SR-9) ' (1) ·
'SELVITZ RD. ' (1) ·
'SPANISH ISLES BLVD' (1) ·
'SR-80 EB ' (1) ·
'SR-80 WB ' (1) ·
'SR-805 (Dixie Hwy)' (1) ·
'SR786 WB to SB I95' (1) ·
'US-192 EB ' (1) ·
'US-92 ' (1) ·
'WB 706 To SB I-95 ' (1) ·
'WB SR 70 ' (1) ·
'Woodcliff Drive ' (1)
Number 008:
Location 009:
'.75 miles South of SR-882' (1) ·
'0.1 MILE WEST OF I-95 ' (1) ·
'0.25 mile North of SR 786' (1) ·
'0.2MI E OF US-441 (SR-7) ' (1) ·
'0.2MI N OF NW BAYSHORE BL' (1) ·
'0.2MI S OF N MACEDO BLVD.' (1) ·
'0.3MI N of SR-706 ' (1) ·
'0.4 MILE N OF SR-710 ' (1) ·
'0.5 MI WEST OF SR-809 ' (1) ·
'0.5MI W OF NW ST JAMES DR' (1) ·
'0.6MI South of CR-714 ' (1) ·
'0.7MI N of Northlake Blvd' (1) ·
'0.9 M E OF US-1 ON CR-708' (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) ·
'16Mi W of SR-7 ' (1) ·
'1MI N OF CLINT MOORE RD ' (1) ·
'1MI N. of CLINT MOORE RD.' (1) ·
'2.3 MI E of US-17 ' (1) ·
'2.4 mi S of SR-9 ' (1) ·
'2.5 miles North of SR-706' (1) ·
'2MI E of SR-7 US-441 ' (1) ·
'2MI E of SR-76 ' (1) ·
'3 MI NORTH OF PGA BLVD ' (1) ·
'3.5 miles East of SR-415 ' (1) ·
'4.1Mi W OF SR-80 ' (1) ·
'4.8 miles East of SR-415 ' (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) ·
'N.OF PGA BLVD S.JUPITER ' (1) ·
'NB I-95 over CR 708 ' (1) ·
'SB I-95 over CR 708 ' (1) ·
'US-192 EB - Indian River ' (1)
Latitude 016:
Longitude 017:
Owner 022:
Built 027: (Click arrow to add another value)
Traffic 029:
1001 (1) ·
10502 (1) ·
106 (1) ·
1082 (1) ·
1200 (1) ·
12020 (1) ·
13000 (1) ·
13500 (1) ·
1440 (1) ·
15300 (1) ·
15600 (1) ·
160500 (1) ·
16747 (1) ·
18500 (1) ·
20000 (1) ·
220 (1) ·
22500 (1) ·
23000 (1) ·
2302 (1) ·
250 (1) ·
26000 (1) ·
3000 (1) ·
3250 (1) ·
34000 (1) ·
36000 (1) ·
3900 (1) ·
40250 (1) ·
40500 (1) ·
4100 (1) ·
463 (1) ·
47500 (1) ·
4800 (1) ·
500 (1) ·
76000 (1) ·
883 (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:
Large spalls, heavy scaling, wide cracks, considerable efflorescence or opened construction joint permitting loss of backfill. Considerable settlement or misalignment. Considerable scouring or erosion at curtain walls, wingwalls or pipes. Metal culverts have significant distortion and deflection throughout, extensive 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:
1068 (1) ·
1309 (1) ·
131860 (1) ·
1500 (1) ·
1730 (1) ·
174 (1) ·
18221 (1) ·
19426 (1) ·
2000 (1) ·
20855 (1) ·
22555 (1) ·
23423 (1) ·
24000 (1) ·
250 (1) ·
26546 (1) ·
27066 (1) ·
278468 (1) ·
32098 (1) ·
3500 (1) ·
39038 (1) ·
39905 (1) ·
3994 (1) ·
4001 (1) ·
45110 (1) ·
560 (1) ·
5639 (1) ·
58990 (1) ·
600 (1) ·
62460 (1) ·
6766 (1) ·
69834 (1) ·
70268 (1) ·
7114 (1) ·
82412 (1) ·
8328 (1)
Clearance 116:
Showing below up to 43 results in range #1 to #43.
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