Drilldown: bridge data
From Indian River Lagoon Project
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ObjectID:
12224 (1) ·
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County 003:
Place 004:
None (1) ·
54175 (1) ·
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Wellington village (1)
Route 005d:
Direction 005e:
Features 006a:
'B-19 Canal ' (1) ·
'C-51/WEST PALM BCH CANAL' (1) ·
'Callalisa Creek ' (1) ·
'Canal - D ' (1) ·
'CPB20 CANAL ' (1) ·
'Danforth Creek ' (1) ·
'Drainage Ditch ' (1) ·
'E-3 CANAL ' (1) ·
'E-4 CANAL ' (1) ·
'El Rio Canal E-4 ' (1) ·
'Halifax River ' (1) ·
'Indian River IWW ' (1) ·
'Indian River Relief ' (1) ·
'IWW Halifax River ' (1) ·
'IWW Indian River ' (1) ·
'L-30 CANAL ' (1) ·
'LATERAL E DRAIN CANAL ' (1) ·
'LWDD CANAL E-1 ' (1) ·
'LWDD E-1 Canal ' (1) ·
'LWDD E-3 CANAL ' (1) ·
'LWDD LATERAL 14 CANAL ' (1) ·
'PGA Blvd SR 786 ' (1) ·
'RELIEF CANAL ' (1) ·
'SR 786 PGA Blvd ' (1) ·
'SR-70 (Okeechobee Rd.) ' (1) ·
'SR-91 TPK-DRAINAGE CANAL' (1) ·
'SR-91 TPK/DRAINAGE CANAL' (1) ·
'SWEETIE SLOUGH ' (1) ·
'Thompson River ' (1) ·
'Tide Relief Canal ' (1) ·
'Turkey Creek ' (1) ·
'West Palm Beach Canal ' (1)
Critical 006b:
Facility 007:
'10TH AVE NORTH ' (1) ·
'27TH STREET ' (1) ·
'BINKS FOREST DRIVE' (1) ·
'CLINT MOORE RD ' (1) ·
'EB SR - 714 ' (1) ·
'GOLDFINCH LANE ' (1) ·
'HYPOLUXO ROAD WB ' (1) ·
'I 95 NB SR 9 ' (1) ·
'Lake Worth Road ' (1) ·
'Military Trail ' (1) ·
'MILITARY TRAIL NB ' (1) ·
'MILITARY TRAIL SB ' (1) ·
'MINER RD. ' (1) ·
'NB SR-9 (I-95) ' (1) ·
'NB US-441 (SR-7) ' (1) ·
'PIONEER ROAD ' (1) ·
'Port Malabar Bl EB' (1) ·
'SB I 95 SR 9 ' (1) ·
'SB SR-9 ( I-95) ' (1) ·
'SB US-441 (SR-7) ' (1) ·
'SPARROW DRIVE ' (1) ·
'Spotted Fawn Way ' (1) ·
'SR-44 ' (1) ·
'SR-808 (Glades Rd)' (1) ·
'SR-A1A ' (1) ·
'SUNSET TRAIL ' (1) ·
'SW 18TH ST WB ' (1) ·
'SW 18TH ST. EB ' (1) ·
'SW GREENRIDGE LANE' (1) ·
'US-192 ' (1) ·
'US-192 WB ' (1) ·
'US-98 (SR-80) ' (1) ·
'WB Lake Worth Rd. ' (1) ·
'Willow Run Blvd. ' (1)
Number 008:
700172 (1) ·
700174 (1) ·
704203 (1) ·
705910 (1) ·
790147 (1) ·
790148 (1) ·
790151 (1) ·
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885809 (1) ·
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934937 (1) ·
934942 (1) ·
937354 (1) ·
937360 (1) ·
940101 (1) ·
940102 (1)
Location 009:
'.2mi W of Clyde Morris Bl' (1) ·
'0.1MI N OF SANDPIPER AVE.' (1) ·
'0.2 MILE WEST OF US-1 ' (1) ·
'0.2 Miles East of US-1 ' (1) ·
'0.3MI E of CONGRESS AVE. ' (1) ·
'0.3MI W OF RYL PALM BH BL' (1) ·
'0.6MI S of SW96 ST(CR76A)' (1) ·
'0.7 mi south of PGA Blvd.' (1) ·
'0.7MI WEST OF MAPP ROAD ' (1) ·
'0.9 MI N OF LAKE IDA ROAD' (1) ·
'0.9MI N OF LAKE IDA ROAD ' (1) ·
'0.9MI S OF SR-802 ' (1) ·
'0.9MI W OF MILITARY TRAIL' (1) ·
'0.9MI W OF POWERLINE RD ' (1) ·
'1.0MI W OF MILITARY TRAIL' (1) ·
'1.4 miles east of I-95 ' (1) ·
'1.6 miles East of SR-507 ' (1) ·
'1mi. east of Jog Rd. ' (1) ·
'1mi. N of North Lake Blvd' (1) ·
'1mi. N of Northlake Blvd.' (1) ·
'2.5 mi East of TPK Exit ' (1) ·
'2mi S of SR-68(Orange Av)' (1) ·
'4 miles west of SR 7 ' (1) ·
'82FT EAST OF SR-7 ' (1) ·
'A1A on Singer Island ' (1) ·
'A1A-Port Orange Relief ' (1) ·
'At Lake Washington Rd ' (1) ·
'AT US-441 (SOUTHERN BLVD)' (1) ·
'AT US-441 SR-7 ' (1) ·
'Lake Worth Rd. at SR-7 ' (1) ·
'SR-44 - Callalisa Creek ' (1) ·
'SR-44 - Indian River ' (1) ·
'SR-7 & SR-80 intersection' (1) ·
'SR-A1A over Halifax River' (1) ·
'US-192 WB-Indian River ' (1)
Latitude 016:
26195316 (1) ·
26195370 (1) ·
26214420 (1) ·
26243117 (1) ·
26290244 (1) ·
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26332602 (1) ·
26342072 (1) ·
26361307 (1) ·
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28010115 (1) ·
28045218 (1) ·
28050339 (1) ·
28085200 (1) ·
29012564 (1) ·
29014444 (1) ·
29073249 (1) ·
29083964 (1) ·
29085374 (1)
Longitude 017:
80022456 (1) ·
80050618 (1) ·
80054930 (1) ·
80060655 (1) ·
80060720 (1) ·
80061936 (1) ·
80065069 (1) ·
80072101 (1) ·
80072169 (1) ·
80074621 (1) ·
80074641 (1) ·
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80120775 (1) ·
80120806 (1) ·
80120925 (1) ·
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80183914 (1) ·
80231716 (1) ·
80231922 (1) ·
80240703 (1) ·
80352988 (1) ·
80354573 (1) ·
80355880 (1) ·
80424100 (1) ·
80541414 (1) ·
80550332 (1) ·
80583172 (1) ·
80590233 (1) ·
81014619 (1)
Owner 022:
Built 027: (Click arrow to add another value)
Traffic 029:
100 (1) ·
1050 (1) ·
13300 (1) ·
16000 (1) ·
17750 (1) ·
18500 (1) ·
21500 (1) ·
2160 (1) ·
22500 (1) ·
24000 (1) ·
29307 (1) ·
30000 (1) ·
3025 (1) ·
30500 (1) ·
32750 (1) ·
33000 (1) ·
34500 (1) ·
35500 (1) ·
37000 (1) ·
39000 (1) ·
40000 (1) ·
50 (1) ·
500 (1) ·
516 (1) ·
5975 (1) ·
600 (1) ·
6000 (1) ·
8325 (1) ·
85750 (1) ·
9700 (1)
Service On 042a:
Service Under 042b:
Kind 043a:
Type 043b:
Length 049:
Width 052:
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 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:
N/A (1) ·
No noticeable or noteworthy deficiencies which affect the condition of the culvert. Insignificant scrape marks caused by drift. (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 not over waterway. (1)
Future 114:
10073 (1) ·
10410 (1) ·
1350 (1) ·
148776 (1) ·
16830 (1) ·
200 (1) ·
23076 (1) ·
27000 (1) ·
27760 (1) ·
30796 (1) ·
32098 (1) ·
37303 (1) ·
39037 (1) ·
41640 (1) ·
50 (1) ·
50848 (1) ·
5205 (1) ·
52050 (1) ·
52918 (1) ·
56821 (1) ·
57255 (1) ·
59858 (1) ·
600 (1) ·
61593 (1) ·
64195 (1) ·
67665 (1) ·
6812 (1) ·
69400 (1) ·
720 (1) ·
832 (1)
Clearance 116:
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