Drilldown: bridge data
From Indian River Lagoon Project
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ObjectID:
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County 003:
Place 004:
Route 005d:
Direction 005e:
Features 006a:
'C-17 Canal ' (1) ·
'C-23 CANAL ' (1) ·
'C-51 Canal ' (1) ·
'CANAL L-12 ' (1) ·
'CANAL-17 ' (1) ·
'CR 708 ' (1) ·
'Cypress Creek ' (1) ·
'E-2W Canal ' (1) ·
'Header Canal ' (1) ·
'Header Creek Canal ' (1) ·
'I 95 SR 9 ' (1) ·
'I-4 ' (1) ·
'I-95 (SR 9) ' (1) ·
'LITTLE MUD CREEK ' (1) ·
'LOXAHATCHEE RIVER ' (1) ·
'LWDD L-38 CANAL ' (1) ·
'Military Trail ' (1) ·
'PERENNIAL CANAL ' (1) ·
'SB I-95 To EB 706 ' (1) ·
'SR 91 TPK ' (1) ·
'SR-806 Atlantic Ave ' (1) ·
'SR-91 TPK & BOCA RIO RD.' (1) ·
'SR-91/TPK & BOCA RIO RD.' (1) ·
'SW FORK LOXAHATCHEE RVR ' (1) ·
'Ten Mile Creek ' (1) ·
Sebastian River (1)
Critical 006b:
Facility 007:
'Benoist Farms Rd ' (1) ·
'Central Blvd ' (1) ·
'CITRUS BLVD. ' (1) ·
'CR 76A ' (1) ·
'CR708 125.4 ' (1) ·
'DNLD RS RD E 112.2' (1) ·
'DNLD RS RD W 112.2' (1) ·
'E/B Atlantic Ave. ' (1) ·
'EB SR 70 ' (1) ·
'FOREST HILL BLVD. ' (1) ·
'Hanley Rd. S 25th ' (1) ·
'I 95 SR 9 ' (1) ·
'MILITARY TRAIL NB ' (1) ·
'MILITARY TRAIL SB ' (1) ·
'NB 1-95 (SR-9) ' (1) ·
'NB I 95 SR 9 ' (1) ·
'NB I-95 (SR-9) ' (1) ·
'Old Dixie Highway ' (1) ·
'Orange camp Rd. ' (1) ·
'PALMETTO PK RD(EB)' (1) ·
'PALMETTO PK RD(WB)' (1) ·
'PARK COMMERCE BLVD' (1) ·
'SB I 95 SR 9 ' (1) ·
'SB I-95 (SR 9) ' (1) ·
'SB I-95 (SR-9) ' (1) ·
'SR 70 EB ' (1) ·
'SR 710 ' (1) ·
'SR A1A ' (1) ·
'SR-80 EB ' (1) ·
'SR-80 WB ' (1) ·
'SR-91 TPK NS 81.77' (1) ·
'W/B Atlantic Ave ' (1) ·
'WB 706 To SB I-95 ' (1) ·
'WB SR 70 ' (1) ·
US-1 (1)
Number 008:
700224 (1) ·
790211 (1) ·
890114 (1) ·
890115 (1) ·
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940156 (1) ·
940158 (1) ·
944016 (1)
Location 009:
'0.1 MILE WEST OF I-95 ' (1) ·
'0.25 mile North of SR 786' (1) ·
'0.25mi. east of I-95 ' (1) ·
'0.2MILE S OF SW BECKER RD' (1) ·
'0.3MI N of SR-706 ' (1) ·
'0.4 MILE N OF SR-710 ' (1) ·
'0.6 mile South of SR 882 ' (1) ·
'0.7MI N of Northlake Blvd' (1) ·
'1 mile North of SR 786 ' (1) ·
'1.1 Mile S of CR-611B ' (1) ·
'1.7 miles North of SR 706' (1) ·
'16Mi W of SR-7 ' (1) ·
'1MI N OF CLINT MOORE RD ' (1) ·
'1MI N. of CLINT MOORE RD.' (1) ·
'2.5 miles North of SR-706' (1) ·
'2MI E of SR-7 US-441 ' (1) ·
'3 MI NORTH OF PGA BLVD ' (1) ·
'3.9 MI W of FL Tpk SR 91 ' (1) ·
'5.1 MI SOUTH OF SR-804 ' (1) ·
'7 MI W of FL TPK SR91 ' (1) ·
'7.0 mi. W of FL Turnpike ' (1) ·
'AT SOUTHERN/FORESTHILINTR' (1) ·
'Atlantic Ave./Fl. Tpk. ' (1) ·
'Benoist Farms Rd at SR-80' (1) ·
'CR 76A over I-95 ' (1) ·
'I 95 SR 706 interchange ' (1) ·
'N.OF PGA BLVD S.JUPITER ' (1) ·
'NB I-95 over CR 708 ' (1) ·
'NORTH OF BLIND CREEK ' (1) ·
'Orange camp Rd. over I-4 ' (1) ·
'SB I-95 over CR 708 ' (1) ·
US-1 over Sebastian River (1)
Latitude 016:
26210062 (1) ·
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26252770 (1) ·
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27224250 (1) ·
27233900 (1) ·
27234060 (1) ·
27511720 (1) ·
28590460 (1)
Longitude 017:
80040600 (1) ·
80040715 (1) ·
80045519 (1) ·
80053100 (1) ·
80061820 (1) ·
80064901 (1) ·
80071862 (1) ·
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80162888 (1) ·
80190839 (1) ·
80205980 (1) ·
80221900 (1) ·
80265070 (1) ·
80265190 (1) ·
80272980 (1) ·
80292802 (1) ·
80295022 (1) ·
80295150 (1) ·
81145411 (1)
Owner 022:
Built 027: (Click arrow to add another value)
Traffic 029:
10000 (1) ·
1001 (1) ·
113000 (1) ·
12600 (1) ·
13500 (1) ·
1440 (1) ·
15250 (1) ·
15300 (1) ·
15600 (1) ·
15800 (1) ·
15900 (1) ·
160500 (1) ·
19700 (1) ·
2000 (1) ·
20000 (1) ·
22500 (1) ·
2600 (1) ·
3250 (1) ·
34000 (1) ·
36000 (1) ·
3900 (1) ·
40500 (1) ·
47500 (1) ·
4800 (1) ·
76000 (1) ·
98900 (1)
Service On 042a:
Service Under 042b:
Kind 043a: (Click arrow to add another value)
Type 043b:
Length 049:
Width 052:
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:
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 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:
131860 (1) ·
15000 (1) ·
171592 (1) ·
1730 (1) ·
196055 (1) ·
20700 (1) ·
23423 (1) ·
24000 (1) ·
26459 (1) ·
26546 (1) ·
27066 (1) ·
27413 (1) ·
27587 (1) ·
278468 (1) ·
34180 (1) ·
39038 (1) ·
4001 (1) ·
4510 (1) ·
5000 (1) ·
5639 (1) ·
58990 (1) ·
62460 (1) ·
6766 (1) ·
70268 (1) ·
82412 (1) ·
8328 (1)
Clearance 116:
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