Drilldown: bridge data
From Indian River Lagoon Project
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ObjectID:
County 003:
Place 004:
Route 005d:
Direction 005e:
Features 006a:
'Burns Road ' (1) ·
'C-15 Canal ' (1) ·
'C-18 Canal ' (1) ·
'Canal ' (1) ·
'COUNTY LINE CANAL C-23 ' (1) ·
'CR 782 Linton Blvd ' (1) ·
'Creek ' (1) ·
'Donald Ross Road ' (1) ·
'E-1 Canal ' (1) ·
'Eau Gallie River ' (1) ·
'Lake Ida Road ' (1) ·
'LAT CANAL (LK WORTH INT)' (1) ·
'Lateral J Canal ' (1) ·
'Palmetto Park Road ' (1) ·
'SR 794 Yamato Rd ' (1) ·
'SR-68 ' (1)
Critical 006b:
Facility 007:
'CR-606 (Oslo Rd) ' (1) ·
'I 95 NB ' (1) ·
'I 95 SB ' (1) ·
'NB I 95 SR 9 ' (1) ·
'NB I-95 ( SR-9 ) ' (1) ·
'NB I-95 (S.R. 9) ' (1) ·
'NB I-95 (S.R.9) ' (1) ·
'NB I-95 (SR 9) ' (1) ·
'SB I 95 SR 9 ' (1) ·
'SB I-95 ( SR-9 ) ' (1) ·
'SB I-95 (S.R. 9) ' (1) ·
'SR 91 TPK RMP 93.5' (1) ·
'SR-520 ' (1) ·
'SR-710 ' (1) ·
'SR-A1A ' (1) ·
'SR91 N/S TPK 138.1' (1) ·
'Stribling Way ' (1) ·
'Wickham Road ' (1)
Number 008:
700166 (1) ·
700169 (1) ·
704197 (1) ·
884080 (1) ·
890083 (1) ·
930188 (1) ·
930189 (1) ·
930201 (1) ·
930334 (1) ·
930344 (1) ·
930382 (1) ·
930383 (1) ·
930386 (1) ·
930445 (1) ·
930495 (1) ·
930499 (1) ·
930500 (1) ·
930521 (1) ·
934301 (1) ·
940096 (1) ·
940097 (1)
Location 009:
'.5mi W. of N. Lake Blvd. ' (1) ·
'0.3 mile South of SR 706 ' (1) ·
'0.6Mi W of US-1 ' (1) ·
'1 mile S of Linton Blvd ' (1) ·
'1.5 Mi East of I-95 ' (1) ·
'1.5 miles South of SR 806' (1) ·
'2 miles east of SR-401 ' (1) ·
'3.4MI NORTH OF SR-714 ' (1) ·
'Between N Lake/PGA Blvds.' (1) ·
'Boca Raton ' (1) ·
'CR-509 .5 Mi N of SR-518 ' (1) ·
'E Congress Ave & N SR 806' (1) ·
'I-95 / Donald Ross Rd ' (1) ·
'Just North of Exit 48 ' (1) ·
'Just North of SR70 on I95' (1) ·
'Just South of Exit 48 ' (1) ·
'LAKE WORTH INTERCHANGE ' (1) ·
'StriblingWay ovr E-1canal' (1)
Latitude 016:
Longitude 017:
Owner 022:
Built 027:
Lanes 028a: (Click arrow to add another value)
Traffic 029:
101000 (1) ·
101541 (1) ·
102500 (1) ·
104500 (1) ·
14400 (1) ·
23000 (1) ·
27251 (1) ·
29307 (1) ·
31000 (1) ·
35000 (1) ·
46600 (1) ·
52652 (1) ·
5500 (1) ·
71250 (1) ·
8250 (1) ·
85750 (1) ·
90500 (1) ·
9100 (1)
Service On 042a: (Click arrow to add another value)
Service Under 042b:
Kind 043a:
Type 043b:
Length 049:
Deck 058:
Superstructure 059:
Substructure 060:
Channel 061:
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) ·
No noticeable or noteworthy deficiencies which affect the condition of the channel. (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) ·
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:
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 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:
123619 (1) ·
14314 (1) ·
148776 (1) ·
157018 (1) ·
15789 (1) ·
175235 (1) ·
176174 (1) ·
177838 (1) ·
181308 (1) ·
24984 (1) ·
39905 (1) ·
42000 (1) ·
47280 (1) ·
50848 (1) ·
53785 (1) ·
5500 (1) ·
80851 (1) ·
91351 (1)
Clearance 116:
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