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Bridge Inspection Record Bridge Inspection Record
Modified (12-5-2000)
N -
9 -
8 -
7 -
6 -
5 -
4 -
3 -
2 -
1 -
0 -
Enter a rating for each element of each component. The rating should equal or exceed the minimum rating listed to the left of each element.
Component ratings should equal the lowest rating of any element for any element of the component. Fully supportive comments are to be made
hereon or on attachments for all rating of 7 or below.
Not applicable
Excellent condition
Very good condition - no problems noted
Good condition - some minor problems
Satisfactory condition - minor deterioration of structural elements (limited)
Fair condition - minor deterioration of structural elements (extensive)
Poor condition - deterioration significantly affects structural capacity
Serious condition - deterioration seriously affects structural capacity
Critical condition - bridge should be closed until repaired
Failing condition - bridge closed but repairable
Failed condition - bridge closed and beyond repair
County
057
Cont-Sec
1068 04
Structure
187
Route
IH 30 WB
BECKLEY AVE
Date
5/5/2006
Description
Inspector's Signature
District
18
4 - CONTINUOUS SPAN STEEL STRINGER BRIDGE
Feature Crossed
Company Name
KLOTZ ASSOCIATES, INC.
Bridge Inspection Record (page 1 of 2)
Deck - Rating
6
Wearing Surface
7
Joints, Expansion, Open
N
Joints, Expansion, Sealed
7
Joints, Other
N
Drainage System
8
Curbs, Sidewalks & Parapets
7
Median Barrier
8
Railings
7
Railings Protective Coating
8
Delineation (curve markers)
N
Other
N
Comments:
(1) Numerous minor cracks with efflorescence in underside
of deck. Minor spalls with exposed steel on underside of
deck.
(2) Minor cracks and spalls on asphalt pavement at
abutment joints.
(4) Joints are covered with asphalt.
(7) Minor cracking, spalling and scaling of curbs.
(9) Minor cracking and spalling of concrete rail parapet.
Minor impact damage to railing.
Deck (Item 58)
Min
1
6
6
6
6
6
6
6
6
7
7
Rating
(1)
(2)
(3)
(4)
(5)
(6)
(7)
(8)
(9)
(10)
(11)
(12)
Component Rating
6
Main Members - Steel
6
Main Members - Concrete
N
Main Members - Timber
N
Main Member Connections
7
Floor System Members
N
Floor System Connections
N
Secondary Members
7
Secondary Member Connections
7
Expansion Bearings
6
Fixed Bearings
7
Steel Protective Coating
6
Comments:
(1 & 11) Moderate rust and minor section loss on end of
north exterior stringer at west abutment. Minor scrapes on
a few stringers.
(1, 4, 7, 8, 10 & 11) Minor rust and chalking of paint on
stringers and diaphragms.
(9 & 11) Moderate rust and pitting of bearings at abutments.
Superstructure (Item 59)
Min
0
0
0
1
1
5
5
6
6
6
Rating
0
Other
N
(1)
(2)
(3)
(4)
(5)
(6)
(7)
(8)
(9)
(10)
(11)
(12) District
18
County
057
Control-Sec
1068 04
Structure
187
Route
IH 30 WB
Bridge Inspection Record (page 2 of 2)
Component Rating
7
Abutment Caps
7
Above Ground
N
Below Ground or Foundation
8
Backwalls & Wingwalls
7
Caps - Concrete
8
Caps - Steel
N
Caps - Timber
N
Above Ground - Concrete
8
Above Ground - Steel
N
Above Ground - Timber
N
Above Ground - Masonry
N
Comments:
(1) A few minor cracks in abutment caps.
(4) Minor cracks in backwalls. Minor cracks with
efflorescence in west backwall.
Substructure (Item 60)
Min
0
0
5
5
6
Rating
0
Below Ground or Foundation
8
(1)
(2)
(3)
(4)
(5)
(6)
(7)
(8)
(9)
(10)
(11)
(12)
Collision Protective System
N
Steel Protective Coating
N
(13)
(14)
Intermediate Supports
Component Rating
N
Channel Banks
N
Channel Bed
N
Rip Rap, Toe Walls & Aprons
N
Dikes
N
Comments:
Channel (Item 61)
Min
0
0
5
5
Rating
0
(1)
(2)
(3)
(4)
(5)
(6)
Jetties
N
Other
N
5
Component Rating
N
Top Slabs
N
Bottom Slab or Footing
N
Abutments & Intermediate Supports
N
Headwalls & Wingwalls
N
Comments:
Culverts (Item 62)
Min
0
0
5
Rating
0
(1)
(2)
(3)
(4)
(5)
Other
N
Component Rating
7
Embankments
7
Embankment Retaining Walls
N
Slope Protection
7
Roadway
7
Relief Joint
N
Drainage
8
Guardfence
8
Delineation
8
Sight Distance
8
Comments:
(1 & 3) Minor cracks in embankment rip rap. The west
abutment rip rap has minor settlement. Minor exposure of
rip rap edges due to erosion at bridge ends.
(4) Approaches have minor wear and minor cracks.
Approaches (Item 65)
Min
0
5
5
6
6
6
7
7
Rating
4
Other
N
(1)
(2)
(3)
(4)
(5)
(6)
(7)
(8)
(9)
(10)
Signs
8
Illumination
N
Warning Devices
N
Utility Lines
N
Comments:
(1) Vertical clearance sign:
13'-11" over SB Beckley Ave.
13'-11" on adjacent bridge over NB Beckley Ave.
Miscellaneous
Min
7
7
7
Rating
7
(1)
(2)
(3)
(4)
(5)
Other
N