Drilldown: bridge data
From Indian River Lagoon Project
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Route 005d:
Direction 005e:
Features 006a:
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'E 3.5 AIRPORT CANAL ' (1) ·
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'Gatlin Blvd ' (1) ·
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'HYPOLUXO ISLAND LAGOON ' (1) ·
'I-95 ' (1) ·
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'LAKE WORTH TRIBUTARY ' (1) ·
'LWDD CANAL L-9 ' (1) ·
'LWDD E-1 CANAL ' (1) ·
'LWDD E-3 CANAL ' (1) ·
'Maytown Rd. ' (1) ·
'Maytown Road ' (1) ·
'Murray Creek ' (1) ·
'Nova Canal ' (1) ·
'Ross Creek ' (1) ·
'Samsula Canal ' (1) ·
'SR 91 TPK ' (1) ·
'SR-404 ' (1) ·
'St. Johns River ' (1) ·
'Thompson River ' (1) ·
'Tillman Canal ' (1) ·
'Triple box culvert ' (1) ·
'WEST PALM BEACH CANAL ' (1) ·
'WPB Canal (C-51) ' (1) ·
Tillman Canal (1)
Critical 006b:
Facility 007:
'ARMONE PLACE ' (1) ·
'BELVEDERE ROAD ' (1) ·
'CENTRE PARK BLVD. ' (1) ·
'CHERRY ROAD ' (1) ·
'EAST OCEAN AVE. ' (1) ·
'EBSR80 to SBSR807 ' (1) ·
'Forest Hill Blvd. ' (1) ·
'I 95 SR 9 ' (1) ·
'I-95 ' (1) ·
'I-95 NB ' (1) ·
'I-95 SB ' (1) ·
'IBIS WAY ' (1) ·
'Lake Worth Road ' (1) ·
'Military Trail ' (1) ·
'NB I-95 (SR-9) ' (1) ·
'Old Dixie Highway ' (1) ·
'PALOMINO DRIVE ' (1) ·
'PICOS RD 154.90 ' (1) ·
'PIONEER ROAD ' (1) ·
'PIPER'S GLEN ROAD ' (1) ·
'SB I-95 (SR-9) ' (1) ·
'SR-44 ' (1) ·
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SR-507 SB (1)
Number 008:
700013 (1) ·
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Location 009:
'0.1MI WEST OF A1A ' (1) ·
'0.2 Mi East of Australian' (1) ·
'0.2 Miles East of US-1 ' (1) ·
'0.2MI WEST OF OF A1A ' (1) ·
'0.4 Mi N of Grant Rd. ' (1) ·
'0.4 MILE EAST OF SR-809 ' (1) ·
'0.4 mile North of 45th St' (1) ·
'0.5 MI WEST OF SR-809 ' (1) ·
'0.5 Mi S of SR-407 ' (1) ·
'0.5 MILE WEST OF JOG RD ' (1) ·
'0.7 mi south of PGA Blvd.' (1) ·
'0.8MI N OF LAKEWORTH BLVD' (1) ·
'1 MI S OF FOREST HILL BVD' (1) ·
'1.16 MI S OF SR-68 ' (1) ·
'1.6 Mi E of SR-415 ' (1) ·
'4.3 m N of Martin Co Line' (1) ·
'4.3 Mi North of SR-44 ' (1) ·
'82FT EAST OF SR-7 ' (1) ·
'AT SR-7 US-441 ' (1) ·
'I-95 NB - Maytown Road ' (1) ·
'I-95 SB-Maytown Road ' (1) ·
'Just west of I-95 ' (1) ·
'Lake Worth Rd at FL Trnpk' (1) ·
'Old Dixie Hwy over I-95 ' (1) ·
'SE quadrant PB Int Airprt' (1) ·
'SR-50 EB -St Johns River ' (1) ·
'SR-50 WB -St Johns River ' (1) ·
'SR-507 NB - Tillman Canal' (1) ·
'SR-5A over Nova Canal ' (1) ·
'US-1 NB - SR-404 ' (1) ·
'US-1 SB - SR-404 ' (1) ·
SR-507 SB-Tillman Canal (1)
Latitude 016:
26295449 (1) ·
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29241357 (1)
Longitude 017:
80022643 (1) ·
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81013879 (1) ·
81022968 (1) ·
81091867 (1)
Owner 022:
Built 027:
Traffic 029:
1040 (1) ·
1200 (1) ·
13500 (1) ·
1390 (1) ·
1550 (1) ·
1600 (1) ·
16340 (1) ·
17250 (1) ·
2000 (1) ·
20000 (1) ·
213000 (1) ·
26500 (1) ·
28100 (1) ·
324 (1) ·
34500 (1) ·
37000 (1) ·
38750 (1) ·
42764 (1) ·
4320 (1) ·
45000 (1) ·
46000 (1) ·
47500 (1) ·
500 (1) ·
5200 (1) ·
5400 (1) ·
6000 (1) ·
7850 (1)
Traffic Year 030:
Service On 042a:
Service Under 042b:
Kind 043a:
Type 043b:
Length 049: (Click arrow to add another value)
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 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) ·
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:
Rebuilt 106:
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 assessed or calculated scour condition. Scour is determined to be within the limits of footing or piles by assessment, 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:
1500 (1) ·
1735 (1) ·
1737 (1) ·
2000 (1) ·
23422 (1) ·
2603 (1) ·
28350 (1) ·
29929 (1) ·
3470 (1) ·
34700 (1) ·
369555 (1) ·
45978 (1) ·
48754 (1) ·
5184 (1) ·
521 (1) ·
59858 (1) ·
600 (1) ·
64195 (1) ·
67231 (1) ·
74196 (1) ·
78075 (1) ·
79810 (1) ·
8000 (1) ·
82412 (1) ·
9022 (1) ·
9369 (1) ·
9812 (1)
Future Year 115: (Click arrow to add another value)
Clearance 116:
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