Drilldown: bridge data
From Indian River Lagoon Project
Choose a table:
- Event (169)
- News Link (111)
- Organization (18)
- Waterbody (27)
- bridge (13)
- bridge data (1468)
- definition (254)
- fips (487)
- repository (98)
- timeline (19)
- weblink (123)
Use the filters below to narrow your results.
ObjectID:
County 003:
Place 004: (Click arrow to add another value)
Features 006a:
'Canal ' (1) ·
'Carter's Canal ' (1) ·
'Clint Moore Road ' (1) ·
'El Rio Canal ' (1) ·
'Goat Creek ' (1) ·
'LAT CANL #45(GLADES INT)' (1) ·
'LATERAL CANAL #45 ' (1) ·
'Military Trail & CSX RR ' (1) ·
'Palmetto Park Road ' (1) ·
'Sebastian Canal ' (1) ·
'SR 794 Yamato Rd ' (1) ·
'SR 808 GLADES RD ' (1) ·
'Tillman Canal ' (1) ·
'Turkey Creek ' (1) ·
'W Camino Real ' (1) ·
'W. Camino Real ' (1)
Critical 006b:
Facility 007:
'Babcock Street ' (1) ·
'Briar Creek Blvd. ' (1) ·
'Hurley Blvd ' (1) ·
'I 95 NB ' (1) ·
'I 95 SB ' (1) ·
'I 95 SR 9 ' (1) ·
'I-95 ' (1) ·
'I-95 NB ' (1) ·
'I-95 SB ' (1) ·
'SR 91 TPK RMP 76.3' (1) ·
'SR-91 (TPK) 78.7 ' (1) ·
'SR91 N/S TPK 75.92' (1) ·
'SR91 N/S TPK 76.17' (1) ·
'US-1 NB ' (1) ·
'US-1 SB ' (1) ·
'WB SR808 Glades Rd' (1)
Number 008:
700034 (1) ·
700119 (1) ·
700162 (1) ·
700204 (1) ·
700205 (1) ·
704042 (1) ·
705500 (1) ·
705919 (1) ·
930187 (1) ·
930188 (1) ·
930189 (1) ·
930198 (1) ·
930199 (1) ·
930201 (1) ·
930245 (1) ·
930251 (1) ·
930333 (1) ·
930412 (1) ·
930416 (1) ·
931000 (1)
Location 009:
'0.25 miles S/O SR 794 ' (1) ·
'0.6 mi S of Pt Malabar Bl' (1) ·
'1 mi S of Malabar Rd ' (1) ·
'1.1 mi. N of Broward line' (1) ·
'1.1mil N. of Broward line' (1) ·
'1.5 Mi. S of SR-514 ' (1) ·
'2 MI N OF GLADES RD/SR808' (1) ·
'8 mi South of Malabar Rd ' (1) ·
'800 ft West of I 95 ' (1) ·
'AT BOCA RATON INTERCHANGE' (1) ·
'Boca Raton ' (1) ·
'I-95 NB - Tillman Canal ' (1) ·
'I-95 SB- Tillman Canal ' (1) ·
'Just North of Exit 48 ' (1) ·
'Just South of Exit 48 ' (1) ·
'SR-91 FL TPK OVER SR-808 ' (1) ·
'SR-91 OVER LAT CANAL 45 ' (1) ·
'US-1 NB over Goat Creek ' (1) ·
'US-1 SB over Goat Creek ' (1)
Latitude 016:
Longitude 017:
Owner 022:
Built 027:
Traffic 029:
102500 (1) ·
10500 (1) ·
106800 (1) ·
143 (1) ·
173000 (1) ·
2993 (1) ·
31000 (1) ·
32250 (1) ·
42764 (1) ·
640 (1) ·
8145 (1) ·
90500 (1) ·
98900 (1)
Service On 042a: (Click arrow to add another value)
Service Under 042b:
Kind 043a:
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)
Culvert 062:
N/A (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) ·
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:
14132 (1) ·
157018 (1) ·
165 (1) ·
171592 (1) ·
177838 (1) ·
18218 (1) ·
185298 (1) ·
300155 (1) ·
3460 (1) ·
53785 (1) ·
55954 (1) ·
731 (1) ·
74196 (1)
Clearance 116:
Showing below up to 20 results in range #1 to #20.
View (previous 250 | next 250) (20 | 50 | 100 | 250 | 500)
