Drilldown: bridge data
From Indian River Lagoon Project
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County 003:
Place 004:
Route 005d:
Direction 005e:
Features 006a:
'BESSEY CREEK ' (1) ·
'BOYNTON CANAL C-16 ' (1) ·
'C-51 Canal ' (1) ·
'Canal ' (1) ·
'CORAL GARDENS OUTFALL ' (1) ·
'Danforth Creek ' (1) ·
'Drainage Canal ' (1) ·
'E-1 Canal ' (1) ·
'E-3 CANAL ' (1) ·
'Halifax River IWW ' (1) ·
'Lake Ashby Canal ' (1) ·
'LIPTOG CANAL ' (1) ·
'LWDD E-1 CANAL ' (1) ·
'M CANAL ' (1) ·
'MAIN CANAL VERO BEACH ' (1) ·
'Reed Canal ' (1) ·
'Sebastian Canal ' (1) ·
'SFC DIST CANAL NO 1 ' (1) ·
'SR-76 & St. Lucie Canal ' (1) ·
'ST LUCIE CANAL ' (1) ·
'US-1 & FECRR ' (1) ·
'WEST PALM BEACH CANAL ' (1) ·
'WILLOUGHBY CREEK ' (1) ·
'WPB WATER SUPPLY CANAL ' (1)
Critical 006b:
Facility 007:
'Babcock Street ' (1) ·
'Berry Avenue ' (1) ·
'BISCAYNE DRIVE ' (1) ·
'CONGRESS AVE ' (1) ·
'CR-76A ' (1) ·
'HARRIS RD ' (1) ·
'HURON WAY ' (1) ·
'Lake Ashby Road ' (1) ·
'LAWRENCE ROAD ' (1) ·
'Micco Rd. ' (1) ·
'MURPHY RD ' (1) ·
'NEW ENGLAND BLVD ' (1) ·
'NORFOLK BLVD. ' (1) ·
'Old Dixie Highway ' (1) ·
'PINE RIDGE WAY ' (1) ·
'Reed Ca Prk Ent Rd' (1) ·
'ROYAL PLM BH BL NB' (1) ·
'ROYAL PLM BH BL SB' (1) ·
'SE ST LUCIE BLVD ' (1) ·
'Service Road ' (1) ·
'SR-40 ' (1) ·
'SR-44 ' (1) ·
'SR-50 ' (1) ·
'SR-808 (Glades Rd)' (1) ·
'US-1 (SR-5) ' (1) ·
'US-441 SR-15 ' (1) ·
'VILLAGE BLVD ' (1) ·
'VILLAGE BLVD (NB) ' (1) ·
'VILLAGE BLVD (SB) ' (1) ·
'WB SR - 714 ' (1)
Number 008:
700178 (1) ·
704035 (1) ·
704042 (1) ·
790128 (1) ·
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937714 (1)
Location 009:
'0.1 Mile S of CR-714 ' (1) ·
'0.1Mi E of ONTARIO DRIVE ' (1) ·
'0.1MI E OF US-441 SR-7 ' (1) ·
'0.1MI. E of KANNER HWY ' (1) ·
'0.2 MI SOUTH OF 45TH ST ' (1) ·
'0.4 mi N. of SR-80 ' (1) ·
'0.4MI NW OF HIGH MEADOW ' (1) ·
'0.5 MI W OF HAVERHILL RD ' (1) ·
'0.75 Mile North of SR-60 ' (1) ·
'0.7MI S OF 45TH STREET ' (1) ·
'0.8Mi N OF BOYNTON BCH B ' (1) ·
'0.8MI S OF 45TH ST CR702 ' (1) ·
'1.5 Mile West of SR-76 ' (1) ·
'1/2MI S of INDIAN ST. ' (1) ·
'2 mi West of US-1 ' (1) ·
'2.5 mi East of TPK Exit ' (1) ·
'200ft. East of SR-415 ' (1) ·
'2MI N OF OKEECHOBEE BLV ' (1) ·
'2Mi S of 45TH ST CR-702 ' (1) ·
'4.3 mi S of Wltr Brdmn Ln' (1) ·
'4.5 mi S of Wltr Brdmn Ln' (1) ·
'50FT W OF VILLAGE BLVD ' (1) ·
'8 mi South of Malabar Rd ' (1) ·
'AT TEDDAR ROAD ' (1) ·
'Intrsect w Reed Canal Rd ' (1) ·
'SR-40 over IWW ' (1) ·
'SR-44 over US-1 ' (1) ·
'SR-50 1.0 Mi East of I-95' (1) ·
'SR-808 at SR-7 Boca Raton' (1) ·
'US-441 and SR-76 ' (1)
Latitude 016:
26220386 (1) ·
26232019 (1) ·
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29211227 (1)
Longitude 017:
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80053153 (1) ·
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80240150 (1) ·
80315950 (1) ·
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80372083 (1) ·
80413113 (1) ·
80495858 (1) ·
80553031 (1) ·
81005885 (1) ·
81030614 (1) ·
81055781 (1) ·
81060905 (1) ·
81060951 (1)
Owner 022:
Built 027: (Click arrow to add another value)
Traffic 029:
1000 (1) ·
10000 (1) ·
12700 (1) ·
1340 (1) ·
1440 (1) ·
14600 (1) ·
16000 (1) ·
172 (1) ·
17750 (1) ·
18000 (1) ·
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200 (1) ·
22000 (1) ·
2300 (1) ·
283 (1) ·
2993 (1) ·
3012 (1) ·
3100 (1) ·
3111 (1) ·
318 (1) ·
34500 (1) ·
3600 (1) ·
400 (1) ·
440 (1) ·
45000 (1) ·
7161 (1) ·
748 (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) ·
Bridge with "unknown" foundation that has not been evaluated for scour. Until risk can be determined, a plan of action should be developed and implemented to reduce the risk to users from abridge failure during and immediately after a flood event. (1)
Future 114:
12424 (1) ·
1249 (1) ·
15000 (1) ·
1603 (1) ·
1665 (1) ·
19050 (1) ·
2000 (1) ·
208 (1) ·
25331 (1) ·
27760 (1) ·
300 (1) ·
30796 (1) ·
31230 (1) ·
31751 (1) ·
342 (1) ·
34526 (1) ·
3460 (1) ·
3494 (1) ·
38170 (1) ·
3990 (1) ·
4320 (1) ·
4858 (1) ·
500 (1) ·
521 (1) ·
5379 (1) ·
5398 (1) ·
59858 (1) ·
6246 (1) ·
694 (1) ·
78075 (1)
Clearance 116:
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