Drilldown: bridge data
From Indian River Lagoon Project
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Use the filters below to narrow your results.
ObjectID:
Date: (Click arrow to add another value)
County 003:
Place 004: (Click arrow to add another value)
Route 005d:
Direction 005e:
Features 006a:
'ANGLE RD & BELCHER CANAL' (1) ·
'BELCHER C-25 CANAL ' (1) ·
'Belcher Canal (C-25) ' (1) ·
'BIG MUD CREEK ' (1) ·
'BLIND CREEK ' (1) ·
'CANAL ' (1) ·
'Canal No. 1 ' (1) ·
'Canal No.1 ' (1) ·
'CANAL-17 ' (1) ·
'DRAINAGE DITCH ' (1) ·
'FEC Railroad ' (1) ·
'FPL Nuc Plant Disc Canal' (1) ·
'FPL Nuc Plant Intake Cnl' (1) ·
'ICWW ' (1) ·
'Intracoastal Waterway ' (1) ·
'LITTLE MUD CREEK ' (1) ·
'Moore's Creek ' (1) ·
'MOORES CREEK ' (1) ·
'Relief E.of North Bridge' (1) ·
'SR 70 ' (1) ·
'SR 91 TPK ' (1) ·
'SR 91 TPK(FT PIERCE INT)' (1) ·
'SR-70 (Okeechobee Rd.) ' (1) ·
'SR-91 N/S TPK ' (1) ·
'TAYLOR CREEK ' (1) ·
'Taylor Creek(C-25 Canal)' (1) ·
'TEN MILE CREEK ' (1)
Critical 006b:
Facility 007:
'8th Street N ' (1) ·
'CR-707(Citrus Ave)' (1) ·
'CR605 OLD DIXIE HW' (1) ·
'CR68 ORNG AV 156.1' (1) ·
'Dundas Court ' (1) ·
'Hanley Rd. S 25th ' (1) ·
'INDIAN RIVER DRIVE' (1) ·
'Juanita Ave. ' (1) ·
'KEENE ROAD/CR-611 ' (1) ·
'N 13th Street ' (1) ·
'NB SR-615 ' (1) ·
'NB SR-9 (I-95) ' (1) ·
'North 14th Street ' (1) ·
'NORTH 2ND STREET ' (1) ·
'North 9th Street ' (1) ·
'Old Dixie Highway ' (1) ·
'PICOS RD 154.90 ' (1) ·
'SB SR- 615 ' (1) ·
'SB SR-615 ' (1) ·
'SB SR-9 ( I-95) ' (1) ·
'SR 614 (INDRIO-RD)' (1) ·
'SR A1A ' (1) ·
'SR AIA ' (1) ·
'SR-5 (U.S. 1) ' (1) ·
'SR-A1A ' (1) ·
'SR91 N/S TPK 152.5' (1) ·
'SR91 N/S TPK 153.7' (1) ·
'SR91 N/S TPK 154.3' (1) ·
'SR91 N/S TPK 156.6' (1) ·
'SR91 NB TPK 153.1 ' (1) ·
'SR91 NB TPK 157.9 ' (1) ·
'SR91 On/Off Rmp106' (1) ·
'SR91 SB TPK 152.9 ' (1) ·
'SR91 SB TPK 157.9 ' (1) ·
'US-1 (SR-5) ' (1)
Number 008:
Location 009:
'0.1 Miles S. of Ave. D ' (1) ·
'0.1MI S of SEAWAY DR A1A ' (1) ·
'0.1Mi W of US-1 ' (1) ·
'0.2 MI N OF ORANGE AVE. ' (1) ·
'0.23 MI N FPL POWER PLANT' (1) ·
'0.26 Miles North of CR-68' (1) ·
'0.3 Mi N of Orange Ave. ' (1) ·
'0.3 Miles North of CR-68 ' (1) ·
'0.3 MILES NORTH OF US-1 ' (1) ·
'0.3Mi N of Orange Ave. ' (1) ·
'0.42 MI NORTH OF SR-68 ' (1) ·
'0.5 MI SOUTH OF SR-70 ' (1) ·
'0.51 MI NORTH OF SR-70 ' (1) ·
'0.6 MI E OF I-95 ON SR614' (1) ·
'0.7MI N of Northlake Blvd' (1) ·
'0.83 MI N FPL POWER PLANT' (1) ·
'1 mile North of SR-70 ' (1) ·
'1.1 Mile S of CR-611B ' (1) ·
'1.16 MI S OF SR-68 ' (1) ·
'1.2 MI NORTH OF SR-70 ' (1) ·
'1.25mi N of SR-68 ' (1) ·
'1.5 mi N of SR 68 ' (1) ·
'1.5 mi. N. of SR 68 ' (1) ·
'1.83 MILES N OF SR-68 ' (1) ·
'2 mi N. of SR 68 ' (1) ·
'2 Mi. N. of SR 68 ' (1) ·
'2.6 MILES NORTH OF SR-710' (1) ·
'2.9 MI N OF SR-70 ' (1) ·
'200' East of US-1(SR-5) ' (1) ·
'2mi S of SR-68(Orange Av)' (1) ·
'A1A East of Ft. Pierce ' (1) ·
'At ANGLE RD(CR-607A) ' (1) ·
'Citrus Ave/FEC RR ' (1) ·
'FT PIERCE INTERCHANGE ' (1) ·
'NORTH OF BLIND CREEK ' (1) ·
'South Causeway over ICWW ' (1) ·
'SR A1A FPL Nuc P Intake ' (1) ·
'SR AIA FPL Nuc Plt Disc ' (1) ·
'SR-710 TPK Interchange ' (1)
Latitude 016:
Longitude 017:
Owner 022:
Built 027:
Traffic 029:
10500 (1) ·
120 (1) ·
13600 (1) ·
1400 (1) ·
1500 (1) ·
15100 (1) ·
15900 (1) ·
17122 (1) ·
2000 (1) ·
20150 (1) ·
21500 (1) ·
22500 (1) ·
240 (1) ·
25000 (1) ·
2544 (1) ·
2600 (1) ·
28100 (1) ·
29307 (1) ·
34244 (1) ·
3850 (1) ·
40300 (1) ·
4800 (1) ·
500 (1) ·
6100 (1) ·
7100 (1) ·
7150 (1) ·
7800 (1) ·
9200 (1) ·
9300 (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) ·
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 assessed or calculated scour conditions; field review indicates action is required to protect exposed foundations (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:
10584 (1) ·
12319 (1) ·
12405 (1) ·
13533 (1) ·
144 (1) ·
15962 (1) ·
16136 (1) ·
18218 (1) ·
2256 (1) ·
23596 (1) ·
2500 (1) ·
2603 (1) ·
26199 (1) ·
27587 (1) ·
29707 (1) ·
3470 (1) ·
34960 (1) ·
360 (1) ·
37303 (1) ·
39038 (1) ·
43375 (1) ·
4414 (1) ·
4511 (1) ·
48754 (1) ·
50848 (1) ·
521 (1) ·
59413 (1) ·
6680 (1) ·
69920 (1) ·
8328 (1)
Clearance 116:
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