Drilldown: bridge data
From Indian River Lagoon Project
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ObjectID:
Status: (Click arrow to add another value)
Date:
County 003: (Click arrow to add another value)
Place 004:
Route 005d:
Direction 005e:
Features 006a:
'11th Street Canal ' (1) ·
'B-19 Canal / Trib 1 ' (1) ·
'B19 Canal ' (1) ·
'Beamer's Canal ' (1) ·
'Cambridge Canal ' (1) ·
'Canal ' (1) ·
'Creek ' (1) ·
'Deep Creek ' (1) ·
'Halifax Canal ' (1) ·
'Halifax River IWW ' (1) ·
'Lake Gertie ' (1) ·
'Little Haw Swamp ' (1) ·
'Little Tomoka River ' (1) ·
'Nova Canal ' (1) ·
'Reed Canal ' (1) ·
'Rose Bay ' (1) ·
'Spruce Creek ' (1) ·
'Spruce Creek N. Relief ' (1) ·
'Spruce Creek S. Relief ' (1) ·
'St. Johns River ' (1) ·
'Timothy's Ditch ' (1) ·
'Tomoka River ' (1) ·
'Trib to Spruce Creek ' (1) ·
'Turnbull Creek ' (1)
Critical 006b:
Facility 007:
'10th Street ' (1) ·
'8th Street ' (1) ·
'Alta Drive ' (1) ·
'Bellevue Ave ' (1) ·
'CR-4009 ' (1) ·
'CR-92 EB ' (1) ·
'Daytona Avenue ' (1) ·
'Esplanade Avenue ' (1) ·
'I-4 EB ' (1) ·
'I-4 WB ' (1) ·
'I-95 ' (1) ·
'I-95 NB ' (1) ·
'I-95 SB ' (1) ·
'Indian Lake Road ' (1) ·
'Lantern Park Drive' (1) ·
'Madeline Avenue ' (1) ·
'Oak Lea Drive ' (1) ·
'Shop Ctr Entrance ' (1) ·
'SR-40 ' (1) ·
'SR-415 ' (1) ·
'SR-44 ' (1) ·
'SR-5A ' (1) ·
'Tomoka Farms Rd ' (1) ·
'Trailwood Drive ' (1) ·
'Truck Trail #12 ' (1) ·
'Tymber Creek Road ' (1) ·
'US-1 NB ' (1) ·
'US-1 SB ' (1) ·
'US-92 EB ' (1) ·
'US-92 WB ' (1)
Number 008:
Location 009:
'0.02 MI S/O LPGA Blvd ' (1) ·
'0.2 Miles North of SR 40 ' (1) ·
'0.25Mi S/O Wiltshire Blvd' (1) ·
'0.2mi. S of Williamson Rd' (1) ·
'0.4 Mi. S. of Beville Rd ' (1) ·
'0.4 Mile West of US 17-92' (1) ·
'0.6 Mi E of Williamson Bv' (1) ·
'0.6 Mi W of SR-11 ' (1) ·
'0.9 Mi North of CR-4118 ' (1) ·
'1 Mi So. of SR-421 ' (1) ·
'10ft. S/O Reed Canal Rd ' (1) ·
'10thSt 1 Block E of Nova ' (1) ·
'1200ft. N. of SR-400 ' (1) ·
'2.2 Miles North of US-92 ' (1) ·
'2.3mi N on Indian Lake Rd' (1) ·
'2.45 mi. E of I-4 ' (1) ·
'2.59 mi. E. of I-4 ' (1) ·
'2.69 mi. E. of I-4 ' (1) ·
'200FT N/O Cap Diville Ave' (1) ·
'40ft. E. of SR-5A ' (1) ·
'800ft. N. of SR-400 ' (1) ·
'8th St West of SR-5A ' (1) ·
'At LPGA Blvd. ' (1) ·
'CR-4078 & Lantern Park Dr' (1) ·
'I-4 EB over Tomoka River ' (1) ·
'I-4 WB over Tomoka River ' (1) ·
'I-95 NB over Spruce Creek' (1) ·
'Lake George Conservation ' (1) ·
'N of Bellevue Overpass ' (1) ·
'SR-415- St.Johns River ' (1) ·
'SR-5A over Nova Canal ' (1) ·
'US-1 NB - Spruce Cr. S. ' (1) ·
'US-1 NB - Spruce Creek ' (1) ·
'US-1 SB - Tomoka River ' (1) ·
'US-1 SB - Turnbull Creek ' (1) ·
'US-1 SB over Rose Bay ' (1) ·
'US-92 EB - Halifax River ' (1) ·
'US-92 WB - Halifax Ri IWW' (1)
Latitude 016:
Longitude 017:
80513613 (1) ·
80580170 (1) ·
80580651 (1) ·
80581106 (1) ·
80581931 (1) ·
80591575 (1) ·
81001126 (1) ·
81002450 (1) ·
81005684 (1) ·
81005748 (1) ·
81011300 (1) ·
81013312 (1) ·
81013690 (1) ·
81013879 (1) ·
81014276 (1) ·
81014315 (1) ·
81015422 (1) ·
81015661 (1) ·
81022149 (1) ·
81024200 (1) ·
81024443 (1) ·
81025160 (1) ·
81031490 (1) ·
81031750 (1) ·
81031853 (1) ·
81040678 (1) ·
81045860 (1) ·
81051410 (1) ·
81051478 (1) ·
81053911 (1) ·
81074440 (1) ·
81091698 (1) ·
81111930 (1) ·
81112460 (1) ·
81113230 (1) ·
81123762 (1) ·
81184077 (1) ·
81194815 (1) ·
81211913 (1)
Owner 022:
Built 027:
Traffic 029:
11150 (1) ·
12500 (1) ·
1286 (1) ·
13250 (1) ·
13500 (1) ·
14250 (1) ·
1601 (1) ·
1800 (1) ·
19500 (1) ·
200 (1) ·
21000 (1) ·
24750 (1) ·
25500 (1) ·
29000 (1) ·
29500 (1) ·
3029 (1) ·
3245 (1) ·
33000 (1) ·
354 (1) ·
37006 (1) ·
49500 (1) ·
5 (1) ·
550 (1) ·
5869 (1) ·
6900 (1) ·
7263 (1) ·
7900 (1) ·
9150 (1) ·
9229 (1)
Service On 042a:
Service Under 042b: (Click arrow to add another value)
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 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) ·
No noticeable or noteworthy deficiencies which affect the condition of the channel. (1)
Culvert 062:
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 deficiencies (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 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 with "unknown" foundation that has not been evaluated for scour. Until risk can be determined, a plan of action should be developed and implemented to reduce the risk to users from abridge failure during and immediately after a flood event. (1)
Future 114:
10 (1) ·
11167 (1) ·
11972 (1) ·
1454 (1) ·
15875 (1) ·
1922 (1) ·
19345 (1) ·
21688 (1) ·
22989 (1) ·
23422 (1) ·
24724 (1) ·
3123 (1) ·
33832 (1) ·
36435 (1) ·
3665 (1) ·
3927 (1) ·
400 (1) ·
428 (1) ·
42941 (1) ·
44243 (1) ·
500 (1) ·
50315 (1) ·
51182 (1) ·
57255 (1) ·
64205 (1) ·
7101 (1) ·
85882 (1) ·
8788 (1) ·
9 (1) ·
954 (1) ·
9600 (1)
Future Year 115:
Clearance 116:
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