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Structure Safety Report
Routine Element Inspection - Contract
INSPECTION DATE: 09/20/2018
DIVISION: 12 COUNTY: ALEXANDER STRUCTURE NUMBER: 010120 FREQUENCY: 24 MONTHS
FACILITY CARRIED: SR1121
LOCATION: 0.6 MI. S. JCT. US64/NC90
FEATURE INTERSECTED: SPRING CREEK
LATITUDE: 35' 54' 40.96"
SUPERSTRUCTURE: TIMBER DECK ON I -BEAMS
MILE POST:
0.6 MILES SOUTH OF JUNCTION WITH US64/NC90
LONGITUDE: 81 ° 13' 41.72"
SUBSTRUCTURE: END BENTS:TIMBER CAPS, POSTS & SILLS, TIMBER BULKHEADS
SPANS: 1 SPAN. SEE SPAN PROFILE SHEET FOR SPAN DETAILS
❑FRACTURE CRITICAL
❑TEMPORARY SHORING
❑SCOUR CRITICAL
❑✓ SCOUR PLAN OF ACTION
GRADES: DECK 5
SUPERSTRUCTURE 6
SUBSTRUCTURE 6
CULVERT N
POSTED SV: Not Posted
OTHER SIGNS PRESENT: (4) DELINEATORS
LOOKING NORTH
POSTED TTST: Not Posted
Sign noticed
Number
issued for
Required
NO
WEIGHT LIMIT
0
NO
DELINEATORS
0
NO
NARROW BRIDGE
0
NO
ONE LANE BRIDGE
0
NO
LOW CLEARANCE
0
DIRECTION OF S-N
INSPECTION
DIRECTION NO PLANS
MATCHES PLANS
INSPECTED BY SIGNATURE �— ASSISTED BY J. WEIGER
R. ASENCIO

Structure Element Scoring
Structure Number: 010120
Inspection Date 9/20/2018
Element
Parent
Total
Level
Level
Level
Level
Number
Number
Element Name
Location
Quantity
Quantity
Quantity
Quantity
Quantity
31
0
Timber Deck
Deck
673
659
0
14
0
107
0
Steel Open Girder/Beam
Beam
279
0
0
279
0
515
107
Steel Protective Coating
Beam
1670
1230
175
0
265
216
0
Timber Abutment
Abutments
54
34
0
0
20
228
0
Timber Pile
Piles and Columns
10
10
0
0
0
235
0
Timber Pier Cap
Caps
46
23
23
0
0
313
0
Fixed Bearing
Bearing Device
20
2
0
18
0
515
313
Steel Protective Coating
Bearing Device
20
2
0
0
18
332
0
Timber Bridge Railing
Bridge Rail
62
0
51
7
4
510
10
lWearing Surface
lWearing Surfaces
1689
1389
10
1300
10

Summary of Maintenance Needs
Maintenance By Defect
Structure Number: 010120
Inspection Date: 09/20/2018
MMS
Code
Element Name
Defect Name
Recommended Quantity
71
3324
Timber Deck
Decay/Section Loss
14 Square Feet
3314
Steel Open Girder/Beam
Corrosion
279 Feet
3346
Timber Abutment
Decay/Section Loss
23 Feet
3334
Fixed Bearing
Corrosion
18 Each
3316
Timber Bridge Railing
Connection
5 Feet
3316
Timber Bridge Railing
Decay/Section Loss
1 Feet
2816
Wearing Surface
Crack (Wearing Surface)
300 Square Feet
3342
Steel Protective Coating
Effectiveness (Steel Protective Coatings)
438 Square Feet

Element Structure Maintenance Quantities
Structure Number: 010120
Inspection Date 09/20/2018
Location
MMS
Code
Description
Maint
Quantity
Total
Quantity
Severe
Quantity
Poor
Quantity
Fair
Quantity
Good
Quantity
Abutments
3346
Maintenance of Timber Bulkheads or Wingwalls
23
54
20
0
0
34
Beam
3314
Maintenance Steel Superstructure Components
279
279
0
279
0
0
Beam
3342
Clean and Paint Steel
420
1670
265
0
175
1230
Bearing Device
3334
Bridge Bearing
18
20
0
18
0
2
Bearing Device
3342
Clean and Paint Steel
18
20
18
0
0
2
Bridge Rail
3316
Maintenance of Timber Bridge Rail
6
62
4
7
51
0
Caps
3344
Maintenance To Timber Substrcutre
0
46
0
0
23
23
Deck
3324
Maintenance of Timber Deck Components
14
673
0
14
0
659
Piles and Columns
3344
Maintenance To Timber Substrcutre
0
10
0
0
0
10
Baring Surfaces
2816
Asphalt Surface Repair
300
689
0
300
0
389

Element Condition and Maintenance Data
Structure Number: 010120
Inspection Date: 09/20/2018
Span 1 Deck
Timber Deck
Element
Total
CS1
CS2
CS3
CS4
Number Element Name
Qty
Qty
Qty
Qty
Qty
31 Timber Deck
673
659
0
14
0 Square Feet
Element
Number Defect Type Defect Description
CS
CS Qty
Qty
Qty
31 Decay/Section Loss (14) UP TO 5" X 3" X 3" AREAS OF DECAY, ON EAST
3
14
14 Square Feet
OVERHANG.
General Comments
Span 1 Beam 1
Plate Girder
Element
Total
CS1
CS2
CS3
CS4
Number Element Name
Qty
Qty
Qty
Qty
Qty
107 Steel Open Girder/Beam
31
0
0
31
0 Feet
515 Steel Protective Coating
167
112
15
0
40 Square Feet
Element
Number Defect Type Defect Description
CS
CS Qty
Qty
Qty
107 Corrosion 31' OF LIGHT SCALING, TOP FLANGE, WITH
ISOLATED
3
31
31 Feet
AREAS OF FRECKLED RUST, AT RANDOM THROUGHOUT.
515 Effectiveness (Steel 40 SF OF FAILED COATING.
4
40
40 Square Feet
Protective Coatings)
515 Effectiveness (Steel 15 SF OF FRECKLED RUST.
2
15
15 Square Feet
Protective Coatings)
General Comments
Span 1 Beam 2
Plate Girder
Element
Total
CS1
CS2
CS3
CS4
Number Element Name
Qty
Qty
Qty
Qty
Qty
107 Steel Open Girder/Beam
31
0
0
31
0 Feet
515 Steel Protective Coating
167
122
10
0
35 Square Feet
Element
Number Defect Type Defect Description
CS
CS Qty
Qty
Qty
107 Corrosion 31' OF LIGHT SCALING, TOP FLANGE, WITH
ISOLATED
3
31
31 Feet
AREAS OF FRECKLED RUST, AT RANDOM THROUGHOUT.
515 Effectiveness (Steel 35 SF OF FAILED COATING.
4
35
35 Square Feet
Protective Coatings)
515 Effectiveness (Steel 10 SF OF FRECKLED RUST.
2
10
10 Square Feet
Protective Coatings)
General Comments
Span 1 Beam 3
Plate Girder
Element
Total
CS1
CS2
CS3
CS4
Number Element Name
Qty
Qty
Qty
Qty
Qty
107 Steel Open Girder/Beam
31
0
0
31
0 Feet
515 Steel Protective Coating
167
132
15
0
20 Square Feet
Element
Maint
Number Defect Type Defect Description
CS
CS Qty
Qty

Structure Number: 010120
Inspection Date: 09/20/2018
107 Corrosion
31' OF LIGHT SCALING, TOP FLANGE, WITH ISOLATED
3
31
31 Feet
AREAS OF FRECKLED RUST, AT RANDOM THROUGHOUT.
515 Effectiveness (Steel
20 SF OF FAILED COATING.
4
20
20 Square Feet
Protective Coatings)
515 Effectiveness (Steel
15 SF OF FRECKLED RUST.
2
15
15 Square Feet
Protective Coatings)
General Comments
Span 1
Beam 4
Plate Girder
Element
Total CS1
CS2
CS3
CS4
Number
Element Name Qty Qty
Qty
Qty
Qty
107 Steel Open Girder/Beam 31 0
0
31
0 Feet
515 Steel Protective Coating 0 0
0
0
0 Square Feet
515 Steel Protective Coating 167 132
15
0
20 Square Feet
Element
Maint
Number Defect Type
Defect Description
CS
CS Qty
Qty
107 Corrosion
31' OF LIGHT SCALING, TOP FLANGE, WITH ISOLATED
3
31
31 Feet
AREAS OF FRECKLED RUST, AT RANDOM THROUGHOUT.
515 Effectiveness (Steel
20 SF OF FAILED COATING.
4
20
20 Square Feet
Protective Coatings)
515 Effectiveness (Steel
15 SF OF FRECKLED RUST.
2
15
15 Square Feet
Protective Coatings)
General Comments
Span 1
Beam 5
Plate Girder
Element
Total CS1
CS2
CS3
CS4
Number
Element Name Qty Qty
Qty
Qty
Qty
107 Steel Open Girder/Beam 31 0
0
31
0 Feet
515 Steel Protective Coating 167 132
15
0
20 Square Feet
Element
Maint
Number Defect Type
Defect Description
CS
CS Qty
Qty
107 Corrosion
31' OF LIGHT SCALING, TOP FLANGE, WITH ISOLATED
3
31
31 Feet
AREAS OF FRECKLED RUST, AT RANDOM THROUGHOUT.
515 Effectiveness (Steel
20 SF OF FAILED COATING.
4
20
20 Square Feet
Protective Coatings)
515 Effectiveness (Steel
15 SF OF FRECKLED RUST.
2
15
15 Square Feet
Protective Coatings)
General Comments
Span 1
Beam 6
Plate Girder
Element
Total CS1
CS2
CS3
CS4
Number
Element Name Qty Qty
Qty
Qty
Qty
107 Steel Open Girder/Beam 31 0
0
31
0 Feet
515 Steel Protective Coating 167 117
20
0
30 Square Feet
Element
Number Defect Type
Defect Description
CS
CS Qty
Qty
Qty
107 Corrosion
31' OF LIGHT SCALING, TOP FLANGE, WITH ISOLATED
3
31
31 Feet
AREAS OF FRECKLED RUST, AT RANDOM THROUGHOUT.
515 Effectiveness (Steel
30 SF OF FAILED COATING.
4
30
30 Square Feet
Protective Coatings)
515 Effectiveness (Steel
20 SF OF FRECKLED RUST.
2
20
20 Square Feet
Protective Coatings)

Structure Number: 010120
Inspection Date: 09/20/2018
General Comments
Span 1 Beam 7
Plate Girder
Element
Total
CS1
CS2
CS3 CS4
Number Element Name
Qty
Qty
Qty
Qty Qty
107 Steel Open Girder/Beam
31
0
0
31 0 Feet
515 Steel Protective Coating
167
107
20
0 40 Square Feet
Number vefect i ype uefect uescnption w U0 uty Qty
107 Corrosion 31' OF LIGHT SCALING, TOP FLANGE, WITH ISOLATED 3 31 31 Feet
AREAS OF FRECKLED RUST, AT RANDOM THROUGHOUT.
515 Effectiveness (Steel 40 SF OF FAILED COATING. 4 40 40 Square Feet
Protective Coatings)
515 Effectiveness (Steel 20 SF OF FRECKLED RUST. 2 20 20 Square Feet
Protective Coatings)
General Comments
Span 1 Beam 9
Plate Girder
Element
Total
CS1
CS2
CS3
CS4
Number Element Name
Qty
Qty
Qty
Qty
Qty
107 Steel Open Girder/Beam
31
0
0
31
0 Feet
515 Steel Protective Coating
167
107
20
0
40 Square Feet
Element
Maint
Number Defect Type Defect Description
CS
CS Qty
Qty
107 Corrosion 31' OF LIGHT SCALING, TOP FLANGE, WITH ISOLATED
3
31
31 Feet
AREAS OF FRECKLED RUST, AT RANDOM THROUGHOUT.
515 Effectiveness (Steel 40 SF OF FAILED COATING.
4
40
40 Square Feet
Protective Coatings)
515 Effectiveness (Steel 20 SF OF FRECKLED RUST.
2
20
20 Square Feet
Protective Coatings)
General Comments
Span 1 Wearing Surface
Asphalt Wearing Surface
Element
Total
CS1
CS2
CS3
CS4
Number Element Name
Qty
Qty
Qty
Qty
Qty
510 Wearing Surface
689
389
0
300
0 Square Feet
Element
Maint
Number Defect Type Defect Description
CS
CS Qty
Qty
510 Crack (Wearing 300 SF OF TRANSVERSE CRACK UP TO 1/16", AT RANDOM
3
300
300 Square Feet
Surface) THROUGHOUT. (PHOTO TAKEN NEAR MID
SPAN)
General Comments
Span 1 Left Bridge Rail
Timber Rail - AASHTO
Element
Total
CS1
CS2
CS3
CS4
Number Element Name
Qty
Qty
Qty
Qty
Qty
332 Timber Bridge Railing
31
0
29
1
1 Feet
Element
Maint
Number Defect Type Defect Description
CS
CS Qty
Qty

Structure Number: 010120
332
Connection
332
Connection
332
Abrasion/Wear
(Timber)
332
Check/Shake
General Comments
Inspection Date: 09/20/2018
POST TO BEAM BLOCK SPLIT, FULL DEPTH. (PRIORITY 4 1 1 Feet
MAINTENANCE)
MISSING NUT, POST 6 CONNECTION TO WEB. (PRIORITY 3 1 1 Feet
MAINTENANCE)
31' X UP TO 1/2" WEAR/ABRASION ON TOP AND EAST 2 Feet
FACE OF CURB. (PHOTO TAKEN NEAR END BENT 1)
31' OF UP TO 1/2" CHECKS, TOP FACE. 2 29 Feet
Span 1 Right Bridge Rail
Timber Rail - AASHTO
Element
Number Element Name
332 Timber Bridge Railing
Total CS1 CS2 CS3 CS4
Qty Qty Qty Qty Qty
31 0 22 6 3 Feet
Number Defect Type
Defect Description
CS
CS Qty
Qty
332
Connection
RAIL TO BEAM CONNECTING BLOCK, POSTS 1, 2, AND 3,
4
3
3 Feet
SPLIT FULL DEPTH. (PRIORITY MAINTENANCE)
332
Decay/Section Loss
5" X 1.5" X FULL DEPTH DECAY, AT POST 4, TOP BRIDGE
3
1
1 Feet
RAIL.
332
Split/Delamination
5' OF SPLIT UP TO FULL DEPTH OF TOP RAIL, NEAR END
3
5
Feet
(Timber)
BENT 1.
332
Check/Shake
31' OF CHECKS UP TO 1" IN TOP AND WEST FACE OF
2
22
Feet
CURB. (PHOTO TAKEN NEAR MID SPAN)
332
Check/Shake
31' X UP TO 1" CHECKS, AT RANDOM THROUGHOUT RAIL.
2
Feet
(PHOTO TAKEN NEAR MID SPAN)
General Comments
Span 1 Near Bearing
Fixed Bearing
Element
Total
CS1
CS2
CS3
CS4
Number Element Name
Qty
Qty
Qty
Qty
Qty
313 Fixed Bearing
1
0
0
1
0
Each
515 Steel Protective Coating
1
0
0
0
1
Square Feet
Element
Maint
Number Defect Type Defect Description
CS
CS Qty
Qty
313 Corrosion RUST SCALE, BEARING ASSEMBLY.
3
1
1 Each
515 Effectiveness (Steel RUST SCALE, BEARING ASSEMBLY.
4
1
1 Square Feet
Protective Coatings)
General Comments
Span 1 Far Bearing
Fixed Bearing
Element
Total
CS1
CS2
CS3
CS4
Number Element Name
Qty
Qty
Qty
Qty
Qty
313 Fixed Bearing
1
0
0
1
0
Each
515 Steel Protective Coating
1
0
0
0
1
Square Feet
Element
Number Defect Type Defect Description
CS
CS Qty
Qty
Qty
313 Corrosion RUST SCALE, BEARING ASSEMBLY.
3
1
1 Each
515 Effectiveness (Steel RUST SCALE, BEARING ASSEMBLY.
4
1
1 Square Feet
Protective Coatings)
General Comments

Structure Number: 010120
Inspection Date: 09/20/2018
Span 1 Near Bearing
Fixed Bearing
re
Element
Total
CS1
CS2
CS3
CS4
Number Element Name
Qty
Qty
Qty
Qty
Qty
313 Fixed Bearing
1
0
0
1
0
Each
515 Steel Protective Coating
1
0
0
0
1
Square Feet
Element
Maint
Number Defect Type Defect Description
CS
CS Qty
Qty
313 Corrosion RUST SCALE, BEARING ASSEMBLY.
3
1
1 Each
515 Effectiveness (Steel RUST SCALE, BEARING ASSEMBLY.
4
1
1 Square Feet
Protective Coatings)
General Comments
Span 1 Far Bearing
Fixed Bearing
Element
Total
CS1
CS2
CS3
CS4
Number Element Name
Qty
Qty
Qty
Qty
Qty
313 Fixed Bearing
1
0
0
1
0
Each
515 Steel Protective Coating
1
0
0
0
1
Square Feet
Element
Maint
Number Defect Type Defect Description
CS
CS Qty
Qty
313 Corrosion RUST SCALE, BEARING ASSEMBLY.
3
1
1 Each
515 Effectiveness (Steel RUST SCALE, BEARING ASSEMBLY.
4
1
1 Square Feet
Protective Coatings)
General Comments
Span 1 Near Bearing
Fixed Bearing
Element
Total
CS1
CS2
CS3
CS4
Number Element Name
Qty
Qty
Qty
Qty
Qty
313 Fixed Bearing
1
0
0
1
0
Each
515 Steel Protective Coating
1
0
0
0
1
Square Feet
Element
Maint
Number Defect Type Defect Description
CS
CS Qty
Qty
313 Corrosion RUST SCALE, BEARING ASSEMBLY.
3
1
1 Each
515 Effectiveness (Steel RUST SCALE, BEARING ASSEMBLY.
4
1
1 Square Feet
Protective Coatings)
General Comments
Span 1 Far Bearing
Fixed Bearing
Element
Total
CS1
CS2
CS3
CS4
Number Element Name
Qty
Qty
Qty
Qty
Qty
313 Fixed Bearing
1
0
0
1
0
Each
515 Steel Protective Coating
1
0
0
0
1
Square Feet
Element
Maint
Number Defect Type Defect Description
CS
CS Qty
Qty
313 Corrosion RUST SCALE, BEARING ASSEMBLY.
3
1
1 Each
515 Effectiveness (Steel RUST SCALE, BEARING ASSEMBLY.
4
1
1 Square Feet
Protective Coatings)

Structure Number: 010120
General Comments
Span 1
Fixed Bearing
Element
Number
313
515
Element Name
Fixed Bearing
Steel Protective Coating
Near Bearing
Number I yNU UU�U11NLIU11
313 Corrosion RUST SCALE, BEARING ASSEMBLY.
515 Effectiveness (Steel RUST SCALE, BEARING ASSEMBLY.
Protective Coatings)
General Comments
Span 1
Fixed Bearing
Element
Number
313
515
Element Name
Fixed Bearing
Steel Protective Coating
Far Bearing
Inspection Date: 09/20/2018
Total
CS1
CS2
CS3
CS4
Qty
Qty
Qty
Qty
Qty
1
0
0
1
0 Each
1
0
0
0
1 Square Feet
in
CS CS Qty Qty t
3 1 1 Each
4 1 1 Square Feet
Total
CS1
CS2
CS3
CS4
Qty
Qty
Qty
Qty
Qty
1
0
0
1
0 Each
1
0
0
0
1 Square Feet
Element Maint
Number Defect Type Defect Description CS CS Qty Qty
313 Corrosion RUST SCALE, BEARING ASSEMBLY. 3 1 1 Each
515 Effectiveness (Steel RUST SCALE, BEARING ASSEMBLY. 4 1 1 Square Feet
Protective Coatings)
General Comments
Span 1
Fixed Bearing
Element
Number
313
515
Element Name
Fixed Bearing
Steel Protective Coating
Near Bearing
Total
CS1
CS2
CS3
CS4
Qty
Qty
Qty
Qty
Qty
1
0
0
1
0 Each
1
0
0
0
1 Square Feet
Number vuluut i yyu LJUIMA vcsw iNuun k.o uo i.tiy Qty
313 Corrosion RUST SCALE, BEARING ASSEMBLY. 3 1 1 Each
515 Effectiveness (Steel RUST SCALE, BEARING ASSEMBLY. 4 1 1 Square Feet
Protective Coatings)
General Comments
Span 1
Fixed Bearing
Element
Number
313
515
Element Name
Fixed Bearing
Steel Protective Coating
Far Bearing
Total
CS1
CS2
CS3
CS4
Qty
Qty
Qty
Qty
Qty
1
0
0
1
0 Each
1
0
0
0
1 Square Feet
Element Maint
Number Defect Type Defect Description CS CS Qty Qty

Structure Number: 010120
Inspection Date: 09/20/2018
313 Corrosion RUST SCALE, BEARING ASSEMBLY.
3
1
1 Each
515 Effectiveness (Steel RUST SCALE, BEARING ASSEMBLY.
4
1
1 Square Feet
Protective Coatings)
General Comments
Span 1 Near Bearing
Fixed Bearing
Element
Total
CS1
CS2
CS3
CS4
Number Element Name
Qty
Qty
Qty
Qty
Qty
313 Fixed Bearing
1
0
0
1
0
Each
515 Steel Protective Coating
1
0
0
0
1
Square Feet
Element
Number Defect Type Defect Description
CS
CS Qty
Qty
Qty
313 Corrosion RUST SCALE, BEARING ASSEMBLY.
3
1
1 Each
515 Effectiveness (Steel RUST SCALE, BEARING ASSEMBLY.
4
1
1 Square Feet
Protective Coatings)
General Comments
Span 1 Far Bearing
Fixed Bearing
Element
Total
CS1
CS2
CS3
CS4
Number Element Name
Qty
Qty
Qty
Qty
Qty
313 Fixed Bearing
1
0
0
1
0
Each
515 Steel Protective Coating
1
0
0
0
1
Square Feet
Element
Maint
Number Defect Type Defect Description
CS
CS Qty
Qty
313 Corrosion RUST SCALE, BEARING ASSEMBLY.
3
1
1 Each
515 Effectiveness (Steel RUST SCALE, BEARING ASSEMBLY.
4
1
1 Square Feet
Protective Coatings)
General Comments
Span 1 Near Bearing
Fixed Bearing
Element
Total
CS1
CS2
CS3
CS4
Number Element Name
Qty
Qty
Qty
Qty
Qty
313 Fixed Bearing
1
0
0
1
0
Each
515 Steel Protective Coating
1
0
0
0
1
Square Feet
Element
Maint
Number Defect Type Defect Description
CS
CS Qty
Qty
313 Corrosion RUST SCALE, BEARING ASSEMBLY.
3
1
1 Each
515 Effectiveness (Steel RUST SCALE, BEARING ASSEMBLY.
4
1
1 Square Feet
Protective Coatings)
General Comments

Structure Number: 010120
Inspection Date: 09/20/2018
Span 1 Far Bearing
Fixed Bearing
re
Element
Total
CS1
CS2
CS3
CS4
Number Element Name
Qty
Qty
Qty
Qty
Qty
313 Fixed Bearing
1
0
0
1
0
Each
515 Steel Protective Coating
1
0
0
0
1
Square Feet
Element
Maint
Number Defect Type Defect Description
CS
CS Qty
Qty
313 Corrosion RUST SCALE, BEARING ASSEMBLY.
3
1
1 Each
515 Effectiveness (Steel RUST SCALE, BEARING ASSEMBLY.
4
1
1 Square Feet
Protective Coatings)
General Comments
Span 1 Near Bearing
Fixed Bearing
Element
Total
CS1
CS2
CS3
CS4
Number Element Name
Qty
Qty
Qty
Qty
Qty
313 Fixed Bearing
1
0
0
1
0
Each
515 Steel Protective Coating
1
0
0
0
1
Square Feet
Element
Maint
Number Defect Type Defect Description
CS
CS Qty
Qty
313 Corrosion RUST SCALE, BEARING ASSEMBLY.
3
1
1 Each
515 Effectiveness (Steel RUST SCALE, BEARING ASSEMBLY.
4
1
1 Square Feet
Protective Coatings)
General Comments
Span 1 Far Bearing
Fixed Bearing
Element
Total
CS1
CS2
CS3
CS4
Number Element Name
Qty
Qty
Qty
Qty
Qty
313 Fixed Bearing
1
0
0
1
0
Each
515 Steel Protective Coating
1
0
0
0
1
Square Feet
Element
Maint
Number Defect Type Defect Description
CS
CS Qty
Qty
313 Corrosion RUST SCALE, BEARING ASSEMBLY.
3
1
1 Each
515 Effectiveness (Steel RUST SCALE, BEARING ASSEMBLY.
4
1
1 Square Feet
Protective Coatings)
General Comments
Span 1 Beam 8
Plate Girder
Element
Total
CS1
CS2
CS3
CS4
Number Element Name
Qty
Qty
Qty
Qty
Qty
107 Steel Open Girder/Beam
31
0
0
31
0
Feet
515 Steel Protective Coating
167
127
20
0
20
Square Feet
Element
Maint
Number Defect Type Defect Description
CS
CS Qty
Qty
107 Corrosion 31' OF LIGHT SCALING, TOP FLANGE, WITH
ISOLATED
3
31
31
Feet
AREAS OF FRECKLED RUST, AT RANDOM THROUGHOUT.
107 Corrosion 14" X 8" X 3/8" PLATE ON BOTTOM FACE
OF BOTTOM
2
Feet
FLANGE AT ABUTMENT 1 AND 16-10" X 4" X 3/8" PLATE ON

Structure Number: 010120
Inspection Date: 09/20/2018
TOP FACE OF BOTTOM WEST FLANGE STARTING AT
ABUTMENT 1.
515 Effectiveness (Steel 20 SF OF FAILED COATING. 4 20 Square Feet
Protective Coatings)
515 Effectiveness (Steel 20 SF OF FRECKLED RUST. 2 20 20 Square Feet
Protective Coatings)
General Comments
Span 1 Near Bearing
Fixed Bearing
Element
Total
CS1
CS2
CS3
CS4
Number Element Name
Qty
Qty
Qty
Qty
Qty
313 Fixed Bearing
1
0
0
1
0
Each
515 Steel Protective Coating
1
0
0
0
1
Square Feet
Element
Maint
Number Defect Type Defect Description
CS
CS Qty
Qty
313 Corrosion RUST SCALE, BEARING ASSEMBLY.
3
1
1 Each
515 Effectiveness (Steel RUST SCALE, BEARING ASSEMBLY.
4
1
1 Square Feet
Protective Coatings)
General Comments
Span 1 Far Bearing
Fixed Bearing
Element
Total
CS1
CS2
CS3
CS4
Number Element Name
Qty
Qty
Qty
Qty
Qty
313 Fixed Bearing
1
0
0
1
0 Each
515 Steel Protective Coating
1
0
0
0
1 Square Feet
Number Defect Type Defect Description CS CS Qty Qty
313 Corrosion RUST SCALE, BEARING ASSEMBLY. 3 1 1 Each
515 Effectiveness (Steel RUST SCALE, BEARING ASSEMBLY. 4 1 1 Square Feet
Protective Coatings)
General Comments
End Bent 1
Abutment
Timber Abutment
Element
Total CS1
CS2 CS3 CS4
Number
Element Name Qty Qty
Qty Qty Qty
216 Timber Abutment 27 15
0 0 12 Feet
Element
Maint
Number Defect Type
Defect Description
CS CS Qty Qty
216 Decay/Section Loss
2.5' X 8" X 4" AREA OF DECAY WITH SOIL INFILTRATION,
4 3 3 Feet
WEST END OF ABUTMENT, AT CAP. (PRIORITY
MAINTENANCE)
216 Decay/Section Loss
20" X 11" X 7' AREA OF DECAY WITH SOIL INFILTRATION,
4 2 2 Feet
BETWEEN BEAMS 6 AND 7. (PRIORITY MAINTENANCE)
216 Decay/Section Loss
9" X UP TO 2" X 4" AREA OF DECAY WITH SOIL
4 1 1 Feet
INFILTRATION, AT BEAM 8. (PRIORITY MAINTENANCE)
216 Decay/Section Loss
9' X UP TO 7" X 2" AREA OF DECAY, BEGINNING AT EAST
4 6 9 Feet
END OF ABUTMENT, 3.5' FROM BOTTOM OF CAP.
General Comments
PREVIOUS DEFECT
NOT OBSERVED.

Structure Number: 010120
End Bent 1
Timber Pier Cap
Element
Number Element Name
235 Timber Pier Cap
Number --•--- •,�-
Inspection Date: 09/20/2018
Cap 1 pq
Total CS1 CS2 CS3 CS4
Qty Qty Qty Qty Qty
23 23 0 0 0 Feet
Maint
Defect Description CS CS Qty Qty
General Comments
PREVIOUS DEFECT UNOBSERVED.
End Bent 1 Pile 1
Timber Pile
Element
Number Element Name
228 Timber Pile
NUmDer -"•""- •��"
Defect Description
General Comments
PREVIOUS DEFECT UNOBSERVED.
End Bent 1 Pile 2
Timber Pile
Element
Number Element Name
228 Timber Pile
Number ---- 'jr-
Defect Description
General Comments
PREVIOUS DEFECT UNOBSERVED.
End Bent 1 Pile 3
Timber Pile Ir&
Element
Number Element Name
228 Timber Pile
Number . jr-
Defect Description
General Comments
PREVIOUS DEFECT UNOBSERVED.
End Bent 1 Pile 4
Timber Pile
Element
Number Element Name
228 Timber Pile
Total
CS1
CS2
CS3
CS4
Qty
Qty
Qty
Qty
Qty
1
1
0
0
0 Each
Maint
CS CS Qty Qty
Total
CS1
CS2
CS3
CS4
Qty
Qty
Qty
Qty
Qty
1
1
0
0
0 Each
in
CS CS Qty Qty t
Total
CS1
CS2
CS3
CS4
Qty
Qty
Qty
Qty
Qty
1
1
0
0
0 Each
in
CS CS Qty Qty t
Total
CS1
CS2
CS3
CS4
Qty
Qty
Qty
Qty
Qty
1
1
0
0
0 Each
Element Maint
Number Defect Type Defect Description CS CS Qty Qty

Structure Number: 010120 Inspection Date: 09/20/2018
General Comments
PREVIOUS DEFECT UNOBSERVED.
End Bent 2 Abutment
Timber Abutment
Element
Total CS1
CS2 CS3
CS4
Number
Element Name Qty Qty
Qty Qty
Qty
216 Timber Abutment 27 19
0 0
8 Feet
Element
Maint
Number Defect Type
Defect Description
CS CS Qty
Qty
216 Decay/Section Loss
8' X UP TO 12" X 4" AREA OF DECAY WITH SOIL
4 8
8 Feet
INFILTRATION, BEGINNING AT WEST END, AT END BENT
CAP. (PRIORITY MAINTENANCE)
General Comments
End Bent 2 Cap 1
Timber Pier Cap
Element Total CS1 CS2 CS3 CS4
Number Element Name Qty Qty Qty Qty Qty
235 Timber Pier Cap 23 0 23 0 0 Feet
Element
Number Defect Type Defect Description
235 Check/Shake 23' OF CHECKS UP TO 2".
General Comments
End Bent 2 Pile 1
Timber Pile
Element
Number Element Name
228 Timber Pile
Element
Number Defect Type Defect Description
General Comments
PREVIOUS DEFECT UNOBSERVED.
End Bent 2 Pile 2
Timber Pile
Element
Number Element Name
228 Timber Pile
Element
Number Defect Type Defect Description
General Comments
PREVIOUS DEFECT UNOBSERVED.
CS CS Qty Qin
ty t
2 23 Feet
Total CS1 CS2 CS3
CS4
Qty Qty Qty Qty
Qty
1 1 0 0
0 Each
in t
CS CS Qty
Qty
Total CS1 CS2 CS3
CS4
Qty Qty Qty Qty
Qty
1 1 0 0
0 Each
MainCS
CS Qty
Qty

Structure Number: 010120
Inspection Date: 09/20/2018
End Bent 2
Pile 3
Timber Pile
re
Element
Total
CS1
CS2
CS3
CS4
Number Element Name
Qty
Qty
Qty
Qty
Qty
228 Timber Pile
1
1
0
0
0 Each
Element
Maint
Number Defect Type
Defect Description
CS
CS Qty
Qty
General Comments
PREVIOUS DEFECT UNOBSERVED.
End Bent 2
Pile 4
Timber Pile
Element
Total
CS1
CS2
CS3
CS4
Number Element Name
Qty
Qty
Qty
Qty
Qty
228 Timber Pile
1
1
0
0
0 Each
Element
Maint
Number Defect Type
Defect Description
CS
CS Qty
Qty
General Comments
PREVIOUS DEFECT UNOBSERVED.
End Bent 2
Pile 5
Timber Pile
Element
Total
CS1
CS2
CS3
CS4
Number Element Name
Qty
Qty
Qty
Qty
Qty
228 Timber Pile
1
1
0
0
0 Each
Element
Maint
Number Defect Type
Defect Description
CS
CS Qty
Qty
General Comments
PREVIOUS DEFECT UNOBSERVED.

Elements Verfied
Location
Name
Component
Element Name
Amount
Span 1
Deck
Timber Deck
Timber Deck
673
Span 1
Beam 1
Plate Girder
Steel Open Girder/Beam
31
Span 1
Beam 2
Plate Girder
Steel Open Girder/Beam
31
Span 1
Beam 3
Plate Girder
Steel Open Girder/Beam
31
Span 1
Beam 4
Plate Girder
Steel Open Girder/Beam
31
Span 1
Beam 5
Plate Girder
Steel Open Girder/Beam
31
Span 1
Beam 6
Plate Girder
Steel Open Girder/Beam
31
Span 1
Beam 7
Plate Girder
Steel Open Girder/Beam
31
Span 1
Beam 8
Plate Girder
Steel Open Girder/Beam
31
Span 1
Beam 9
Plate Girder
Steel Open Girder/Beam
31
Span 1
Left Bridge Rail
Timber Rail - AASHTO
Timber Bridge Railing
31
Span 1
Right Bridge Rail
Timber Rail - AASHTO
Timber Bridge Railing
31
Span 1
Wearing Surface
Asphalt Wearing Surface
Wearing Surface
689
Span 1
Near Bearing
Fixed Bearing
Fixed Bearing
1
Span 1
Far Bearing
Fixed Bearing
Fixed Bearing
1
Span 1
Near Bearing
Fixed Bearing
Fixed Bearing
1
Span 1
Far Bearing
Fixed Bearing
Fixed Bearing
1
Span 1
Near Bearing
Fixed Bearing
Fixed Bearing
1
Span 1
Far Bearing
Fixed Bearing
Fixed Bearing
1
Span 1
Near Bearing
Fixed Bearing
Fixed Bearing
1
Span 1
Far Bearing
Fixed Bearing
Fixed Bearing
1
Span 1
Near Bearing
Fixed Bearing
Fixed Bearing
1
Span 1
Far Bearing
Fixed Bearing
Fixed Bearing
1
Span 1
Near Bearing
Fixed Bearing
Fixed Bearing
1
Span 1
Far Bearing
Fixed Bearing
Fixed Bearing
1
Span 1
Near Bearing
Fixed Bearing
Fixed Bearing
1
Span 1
Far Bearing
Fixed Bearing
Fixed Bearing
1
Span 1
Near Bearing
Fixed Bearing
Fixed Bearing
1
Span 1
Far Bearing
Fixed Bearing
Fixed Bearing
1
Span 1
Near Bearing
Fixed Bearing
Fixed Bearing
1
Span 1
Far Bearing
Fixed Bearing
Fixed Bearing
1
End Bent 1
Cap 1
Timber Pier Cap
Timber Pier Cap
23
End Bent 1
Pile 1
Timber Pile
Timber Pile
1
End Bent 1
Pile 2
Timber Pile
Timber Pile
1
End Bent 1
Pile 3
Timber Pile
Timber Pile
1
End Bent 1
Pile 4
Timber Pile
Timber Pile
1
End Bent 1
Abutment
Timber Abutment
Timber Abutment
27
End Bent 2
Cap 1
Timber Pier Cap
Timber Pier Cap
23
End Bent 2
Pile 1
Timber Pile
Timber Pile
1
End Bent 2
Pile 2
Timber Pile
Timber Pile
1
End Bent 2
Pile 3
Timber Pile
Timber Pile
1
End Bent 2
Pile 4
Timber Pile
Timber Pile
1
End Bent 2
Pile 5
Timber Pile
Timber Pile
1
End Bent 2
Abutment
Timber Abutment
Timber Abutment
27

General Inspection Notes
Bent 1 Cap 1
PREVIOUS DEFECT UNOBSERVED.
Bent 1 Pile 1
PREVIOUS DEFECT UNOBSERVED.
Bent 1 Pile 2
PREVIOUS DEFECT UNOBSERVED.
Bent 1 Pile 3
PREVIOUS DEFECT UNOBSERVED.
Bent 1 Pile 4
PREVIOUS DEFECT UNOBSERVED.
Bent 2 Pile 1
PREVIOUS DEFECT UNOBSERVED.
Bent 2 Pile 2
PREVIOUS DEFECT UNOBSERVED.
Bent 2 Pile 3
PREVIOUS DEFECT UNOBSERVED.
Bent 2 Pile 4
PREVIOUS DEFECT UNOBSERVED.
Bent 2 Pile 5
PREVIOUS DEFECT UNOBSERVED.

National Bridge and NC Inspection Items
Structure Number: 010120 Inspection Date: 09/20/2018
National Bridge Inventory Items
Item
Grade Scale
Grade
Item 58: Deck
0 - 9, N
5
Item 59: Superstructure
0 - 9 , N
6
Item 60: Substructure
0 - 9 , N
6
Item 61: Channel and Channel Protection
0 - 9, N
6
Item 62: Culvert
0 - 9, N
N
Item 71: Waterway Adequacy
0 - 9, N
7
Item 72: Approach Roadway Alignment
0 - 9, N
8
Note: If NBI Inspection Item is not present, code NBI item with "N"
NC SMU Inspection Items
Item
Grade Scale
Grade
Maint. Qty.
Maint. Code
Deck Debris
G, F, P, or C
G
0
3376
Drainage System
G, F, P, or C
G
0
3332
Utilities
G, F, P, or C
Slope Protection
G, F, P, or C
0
3352
Scour
G, F, P, or C
G
Wingwall
G, F, P, or C
P
14
3350
Field Scour Evaluation
G
Drift
G, F, P, or C
G
0
3366
Fender System
G, F, P, or C
0
3364
Movable Span Machinery
G, F, P, or C
Response to Live Load
G, F, P, or C
G
Estimated Remaining Life
0 - 100 Years
10
Superstructure Paint Code
I
Note: If NC SMU Insepction Item is not present, leave NC SMU item blank
Inspection Information
Item
Grade Scale
Grade
Sign Noticed Issued
YES/NO
N
Priority Maintenance Request Submitted
YES/NO
Y
Inspection Time
Hours
4
Traffic Control Time
Hours
0
Snooper Time
Hours
Ladder Used
YES/NO
Y
Bucket Truck Used
YES/NO
N
Boat Used
YES/NO
N
Other Equipment Used
YES/NO
Y

National Bridge and NC SMU Inspection Item Details
Structure Number: 010120
Item Other Equipment Used
Details HIP BOOTS.
Inspection Date: 09/20/2018
Grade Y Maint Code Qty. 0
Item Wingwalls Grade P Maint Code 3350 Qty. 14
Details TX UP TO 5" X 4" AREA OF DECAY WITH SOIL INFILTRATION, SOUTHWEST WINGWALL, 1' FROM ABUTMENT, 4'
FROM BOTTOM OF CAP. (PRIORITY MAINTENANCE)
4' X UP TO 2' x 4" AREA OF DECAY WITH SOIL INFILTRATION, TOP OF SOUTHWEST WINGWALL. (PRIORITY
MAINTENANCE)
28" X UP TO 2' X 4" AREA OF DECAY WITH SOIL INFILTRATION, TOP OF NORTHEAST WINGWALL. (PRIORITY
MAINTENANCE)

Structure: 010120 County: ALEXANDER Date: 09/20/2018 Condition Photos
Span 1 Wearing Surface: 300 SF OF TRANSVERSE CRACK UP TO 1/16", AT RANDOM THROUGHOUT. (PHOTO
TAKEN NEAR MID SPAN)
Span 1 Left Bridge Rail: 31' OF UP TO 1/2" CHECKS, TOP FACE.

Structure: 010120 County: ALEXANDER Date: 09/20/2018 Condition Photos
Span 1 Left Bridge Rail: 31' X UP TO 1/2" WEAR/ABRASION ON TOP AND EAST FACE OF CURB. (PHOTO TAKEN
NEAR END BENT 1)
Span 1 Right Bridge Rail: 5" X 1.5" X FULL DEPTH DECAY, AT POST 4, TOP BRIDGE RAIL.

Structure: 010120 County: ALEXANDER Date: 09/20/2018 Condition Photos
Span 1 Right Bridge Rail: 5' OF SPLIT UP TO FULL DEPTH OF TOP RAIL, NEAR END BENT 1.
Span 1 Right Bridge Rail: 31' X UP TO 1" CHECKS, AT RANDOM THROUGHOUT RAIL. (PHOTO TAKEN NEAR MID
SPAN)

Structure: 010120 County: ALEXANDER
Date: 09/20/2018 Condition Photos
�� r'•
r r f_ jam, y r f`y
f
_ 1. All,: V/'
Span 1 Right Bridge Rail: 100 SF PEELING OF TOP COAT OF PAINT.
Span 1 Right Bridge Rail: 31' OF CHECKS UP TO 1" IN TOP AND WEST FACE OF CURB. (PHOTO TAKEN NEAR
MID SPAN)

Structure: 010120 County: ALEXANDER Date: 09/20/2018 Condition Photos
End Bent 1 Abutment/Backwall: 2.5' X 8" X 4" AREA OF DECAY WITH SOIL INFILTRATION, WEST END OF
ABUTMENT, AT CAP. (PRIORITY MAINTENANCE)
End Bent 1 Abutment/Backwall: 2.5' X 8" X 4" AREA OF DECAY WITH SOIL INFILTRATION, WEST END OF
ABUTMENT, AT CAP. (PRIORITY MAINTENANCE)

Structure: 010120 County: ALEXANDER Date: 09/20/2018 Condition Photos
4
I - I
I41
•.T3
_ s
_
'4
End Bent 1 Abutment/Backwall: 9' X UP TO 7" X 2" AREA OF DECAY, BEGINNING AT EAST END OF ABUTMENT,
3.5' FROM BOTTOM OF CAP.
End Bent 1 Abutment/Backwall: 9' X UP TO 7" X 2" AREA OF DECAY, BEGINNING AT EAST END OF ABUTMENT,
3.5' FROM BOTTOM OF CAP.

Structure: 010120 County: ALEXANDER Date: 09/20/2018 Condition Photos
End Bent 1 Abutment/Backwall: 20" X 11" X T AREA OF DECAY WITH SOIL INFILTRATION, BETWEEN BEAMS 6
AND 7. (PRIORITY MAINTENANCE)
b'p
Al
End Bent 1 Abutment/Backwall: 20" X 11" X T AREA OF DECAY WITH SOIL INFILTRATION, BETWEEN BEAMS 6
AND 7. (PRIORITY MAINTENANCE)

Structure: 010120 County: ALEXANDER Date: 09/20/2018 Condition Photos
Span 1 Beam 1: 31' OF LIGHT SCALING, TOP FLANGE, WITH ISOLATED AREAS OF FRECKLED RUST, AT
RANDOM THROUGHOUT.
Span 1 Left Bridge Rail: MISSING NUT, POST 6 CONNECTION TO WEB. (PRIORITY MAINTENANCE)

Structure: 010120 County: ALEXANDER Date: 09/20/2018 Condition Photos
Span 1 Left Bridge Rail: POST TO BEAM BLOCK SPLIT, FULL DEPTH. (PRIORITY MAINTENANCE)
Span 1 Right Bridge Rail: RAIL TO BEAM CONNECTING BLOCK, POSTS 1, 2, AND 3, SPLIT FULL DEPTH.
(PRIORITY MAINTENANCE)

Structure: 010120 County: ALEXANDER Date: 09/20/2018 Condition Photos
Span 1 Right Bridge Rail: RAIL TO BEAM CONNECTING BLOCK, POSTS 1, 2, AND 3, SPLIT FULL DEPTH.
(PRIORITY MAINTENANCE)
16
Span 1 Right Bridge Rail: RAIL TO BEAM CONNECTING BLOCK, POSTS 1, 2, AND 3, SPLIT FULL DEPTH.
(PRIORITY MAINTENANCE)

Structure: 010120 County: ALEXANDER Date: 09/20/2018 Condition Photos
Span 1 Beam 8: 14" X 8" X 3/8" PLATE ON BOTTOM FACE OF BOTTOM FLANGE AT ABUTMENT 1 AND 16'-10" X
4" X 3/8" PLATE ON TOP FACE OF BOTTOM WEST FLANGE STARTING AT ABUTMENT 1.
Span 1 Beam 8: 14" X 8" X 3/8" PLATE ON BOTTOM FACE OF BOTTOM FLANGE AT ABUTMENT 1 AND 16-10" X
4" X 3/8" PLATE ON TOP FACE OF BOTTOM WEST FLANGE STARTING AT ABUTMENT 1.

Structure: 010120 County: ALEXANDER Date: 09/20/2018 Condition Photos
End Bent 1 Abutment/Backwall: 9" X UP TO 2" X 4" AREA OF DECAY WITH SOIL INFILTRATION, AT BEAM 8.
(PRIORITY MAINTENANCE)
End Bent 1 Abutment/Backwall: 9" X UP TO 2" X 4" AREA OF DECAY WITH SOIL INFILTRATION, AT BEAM 8.
(PRIORITY MAINTENANCE)

Structure: 010120 County: ALEXANDER Date: 09/20/2018 Condition Photos
Span 1 Beam 7 Near Bearing: RUST SCALE, BEARING ASSEMBLY.
Bent 2 Cap 1: 23' OF CHECKS UP TO 2".

Structure: 010120 County: ALEXANDER Date: 09/20/2018 Condition Photos
End Bent 2 Abutment/Backwall: 8' X UP TO 12" X 4" AREA OF DECAY WITH SOIL INFILTRATION, BEGINNING AT
WEST END. (PRIORITY MAINTENANCE)
End Bent 2 Abutment/Backwall: 8' X UP TO 12" X 4" AREA OF DECAY WITH SOIL INFILTRATION, BEGINNING AT
WEST END. (PRIORITY MAINTENANCE)

Structure: 010120 County: ALEXANDER Date: 09/20/2018 Condition Photos
End Bent 2 Abutment/Backwall: 8' X UP TO 12" X 4" AREA OF DECAY WITH SOIL INFILTRATION, BEGINNING AT
WEST END. (PRIORITY MAINTENANCE)
Span 1 Deck: (14) UP TO 5" X 3" X 3" AREAS OF DECAY, ON EAST OVERHANG.

Structure: 010120 County: ALEXANDER Date: 09/20/2018 Condition Photos
Span 1 Deck: (14) UP TO 5" X 3" X 3" AREAS OF DECAY, ON EAST OVERHANG.
Wingwalls: 3' X UP TO 5" X 4" AREA OF DECAY WITH SOIL INFILTRATION, SOUTHWEST WINGWALL, 1' FROM
ABUTMENT, 4' FROM BOTTOM OF CAP. (PRIORITY MAINTENANCE)

Ff y
e
w� +
i � +'

y
r
_. 'i
t!;

Structure: 010120 County: ALEXANDER Date: 09/20/2018 Structure Photos
ASPHALT WEARING SURFACE OVER END BENT 1, LOOKING WEST
ASPHALT WEARING SURFACE OVER SPAN 1, LOOKING WEST

Structure: 010120 County: ALEXANDER Date: 09/20/2018 Structure Photos
IF
WEST BRIDGE RAIL
ASPHALT WEARING SURFACE OVER END BENT 2, LOOKING WEST

Structure: 010120 County: ALEXANDER Date: 09/20/2018 Structure Photos
NORTH APPROACH, LOOKING SOUTH
SOUTHEAST WINGWALL

Structure: 010120 County: ALEXANDER Date: 09/20/2018 Structure Photos
SOUTHWEST WINGWALL
END BENT 2 ELEVATION, LOOKING NORTH

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I
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1
r
q.
q i
tt
f
j�
ff{��

;7 4G
i
1
"'tFSF '� .
a
"�� j { _:
~1I
l � ��
Y1a
�
�
° dV
n {p
'
h
r•�1.
�'�
i
.tea

Structure: 010120 County: ALEXANDER Date: 09/20/2018 Structure Photos
UPSTREAM PROFILE, LOOKING EAST
END BENT 1 ELEVATION, LOOKING SOUTH

Structure: 010120 County: ALEXANDER Date: 09/20/2018 Structure Photos
INTERMEDIATE DIAPHRAGM, BETWEEN BEAMS 6 AND 7, LOOKING SOUTH
BEARING ASSEMBLY, BEAM 1, END BENT 2, LOOKING NORTH

Structure: 010120 County: ALEXANDER Date: 09/20/2018 Structure Photos
EAST BRIDGE RAIL

Stream Bed Soundinqs
(Profile diagram on following sheet)
County ALEXANDER Structure Number: 010120 Inspection Date 09/20/2018
Sounding recorded from: Top of Bridge Rail
Highwater Mark Distance Location of Highwater Mark
Distance
(Station) ft.
0.000
Downstream
Sounding ft.
3.100
Upstream
Sounding ft.
0.000
Description
FILL FACE
0.330
3.100
0.000
0.340
5.300
0.000
1.340
5.300
0.000
1.350
12.400
14.600
GROUND AT FACE OF CAP
7.000
14.200
0.000
WSWE
12.000
14.400
0.000
20.000
14.700
0.000
22.000
14.200
0.000
WSWE
25.000
11.000
0.000
29.150
11.100
10.900
GROUND AT FACE OF CAP
29.160
5.600
0.000
30.160
5.600
0.000
30.170
2.900
0.000
30.583
2.900
0.000
FILL FACE

Bridqe: 010120 County: ALEXANDER Date: 09/20/2018
STREAMBED PROFILE (Downstream)
Top of Rail = OFT (Sounding)
■ Water Surface ■ 9/20/2018 ■ 9/20/2016 ■ 9/8/2014 9/19/2012 ■ 9/27/2010 ® 10/16/2008 ■ 10/24/2006
0
2.5
5
7.5
a
c
0
10
12.5
15
0 10 20 30
Distance (FT)

Structure Data Worksheet
Span Profile
County: ALEXANDER Structure Number: 010120
Be BEARING TO BEARING
C-DISTANCE FROM NEAR BEARING
D:DISTANCE TO FAR BEARING
Span
Number
Span
Length
Bearing to
Bearing
Crutch/ Helper
Bent
Distance to
Near Bearing
Distance to
Far Bearing
1
30.583
27.250

NATIONAL BRIDGE INVENTORY
IDENTIFICATION
(1) STATE NAME -NORTH CAROLINA BRIDGE 010120
(8) STRUCTURE NUMBER(FEDERAL) 000000000030120
(5) INVENTORY ROUTE (ON/UNDER) - ON 31011210
(2) STATE HIGHWAY DEPARTMENT DISTRICT 2
(3) COUNTY CODE 3 (4) PLACE CODE 0
(6) FEATURE INTERSECTED - SPRING CREEK
(7) FACILITY CARRIED SR1121
(9) LOCATION 0.6 MI. S. JCT. US64/NC90
(11)MILEPOINT 0
(16)LAT 35G 54' 40.96" (17)LONG 81° 13' 41.72"
(98)BORDER BRIDGE STATE CODE PCT SHARE
(99)BORDER BRIDGE STRUCTURE NO
STRUCTURE TYPE AND MATERIAL
(43) STRUCTURE TYPE MAIN: Steel
TYPE - Stringer Mutlibeam or Girder
CODE 302
(44) STRUCTURE TYPE APPR :
TYPE -
CODE 000
(45) NUMBER OF SPANS IN MAIN UNIT
1
(46) NUMBER OF APPROACH SPANS
(107)DECK STRUCTURE TYPE - 8
CODE
(108)WEARING SURFACE / PROTECTIVE SYSTEM:
(A) TYPE OF WEARING SURFACE -
CODE
(B) TYPE OF MEMBRANE -
CODE
(C) TYPE OF DECK PROTECTION -
CODE
AGE AND SERVICE
(27) YEAR BUILT
1960
(106)YEAR RECONSTRUCTED
1983
(42) TYPE OF SERVICE: ON - Highway
UNDER - Waterway
CODE 15
(28) LANES: ON STRUCTURE 2 UNDER STRUCTURE
0
(29) AVERAGE DAILY TRAFFIC
640
(30) YEAR OF ADT 2012 (109) TRUCK ADT PCT
6%
(19) BYPASS OR DETOUR LENGTH
3 MI
GEOMETRIC DATA
(48) LENGTH OF MAXIMUM SPAN
27 FT
(49) STRUCTURE LENGTH
31 FT
(50)CURB OR SIDEWALK: LEFT .36 FT RIGHT
.36 FT
(51) BRIDGE ROADWAY WIDTH CURB TO CURB
21.11 FT
(52) DECK WIDTH OUT TO OUT
22 FT
(32) APPROACH ROADWAY WIDTH (W/SHOULDERS)
17 FT
(33) BRIDGE MEDIAN - No Median
CODE 0
(34) SKEW 0° (35) STRUCTURE FLARED
0
(10) INVENTORY ROUTE MIN VERT CLEAR
999.9 FT
(47) INVENTORY ROUTE TOTAL HORIZ CLEAR
21.11 FT
(53) MIN VERT CLEAR OVER BRIDGE RDWY
999.9 FT
(54) MIN VERT UNDERCLEAR REF Not a Highway or Railroad
0 FT
(55) MIN LAT UNDERCLEAR RT REF Not a Highway or Railroad
000 FT
(56) MIN LAT UNDERCLEAR LT REF -
000 FT
STRUCTURE INVENTORY AND APPRAISAL Run Date: 11/01/2018
SUFFICIENCY RATING =
STATUS = Functionally Obsolete
76.81
CLASSIFICATION
CODE
(112)NBIS BRIDGE SYSTEM -
YES
(104)HIGHWAY SYSTEM Is not on NHS
0
(26) FUNCTIONAL CLASS - Local
09
(100)STRAHNET HIGHWAY- Not a STRAHNET Route
0
(101)PARALLEL STRUCTURE- No Parallel Structure
N
(102)DIRECTION OF TRAFFIC - 2-wav Traffic
2
(103)TEMPORARY STRUCTURE -
(110)DESIGNATED NATIONAL NETWORK - Not on the National Network 0
(20) TOLL On Free Road 3
(31) MAINTAIN - State Highway Agency 01
(22) OWNER - State Highway Agency 01
(37) HISTORICAL SIGNIFICANCE - Not Eligible 5
CONDITION CODE
(58) DECK 5
(59)SUPERSTRUCTURE 6
(60)SUBSTRUCTURE 6
(61) CHANNEL & CHANNEL PROTECTION 6
(62) CULVERTS N
LOAD RATING AND POSTING
CODE
(31) DESIGN LOAD Unknown
0
(63) OPERATING RATING METHOD - Allowable Stress
2
(64) OPERATING RATING - HS-42
76
(65) INVENTORY RATING METHOD - Load Factor
1
(66) INVENTORY RATING - HS-29
52
(70) BRIDGE POSTING - No Posting Required
5
(41) STRUCTURE OPEN, POSTED ,OR CLOSED
A
DESCRIPTION - Open, No Restriction
APPRAISAL
CODE
(67) STRUCTURAL EVALUATION
6
(68) DECK GEOMETRY
3
(69) UNDERCLEARANCES,VERTI & HORIZ
N
(71) WATERWAY ADEQUACY
7
(72) APPROACH ROADWAY ALIGNMENT
8
(36) TRAFFIC SAFETY FEATURES
0000
It 13)SCOUR CRITICAL BRIDGES
U
PROPOSEDIMPROVEMENTS
(75) TYPE OF WORK - CODE
(76) LENGTH OF STRUCTURE IMPROVEMENT
(94) BRIDGE IMPROVEMENT COST
(95) ROADWAY IMPROVEMENT COST
(96) TOTAL PROJECT COST
(97) YEAR OF IMPROVEMENT COST ESTIMATE
(114)FUTURE ADT 1280 (115) YEAR FUTURE ADT 2025
INSPECTIONS
(90) INSPECTION DATE
NAVIGATION DATA
(92) CRITICAL FEATURE INSPECTION
(38) NAVIGATION CONTROL - No Navigational Control
CODE 0 A) FRACTURE CRIT DETAIL - NO
(111)PIER PROTECTION -
CODE B) UNDERWATER INSP - NO
(39) NAVIGATION VERTICAL CLEARANCE
0 C) OTHER SPECIAL INSP NO
(116)VERT - LIFT BRIDGE NAV MIN VERT CLEAR
FT SCOUR
(40) NAVIGATION HORIZONTAL CLEARANCE
0 FT
09/20/2018
(93) CFI DATE
A)
B)
C)

BRIDGE MANAGEMENT UNIT
DATA ON EXISTING STRUCTURE Run Date: 11/01/2018
COUNTY: DIVISION: DISTRICT: STRUCTURE NUMBER: LENGTH:
ALEXANDER 12 2 010120 31
FEET
ROUTE CARRIED: FEATURE INTERSECTED :
SR1121 SPRING CREEK
LOCATED: BRIDGE NAME:
0.6 MI. S. JCT. US64/NC90 CITY:
FUNC. CLASS : SYST.ON : SYST.UNDER : ADT & YR : RAIL TYPE:
09 NFA NFA 640 2012 LT 227 RT 227
BUILT: BY: PROJ : FED.AID PROJ : DESIGN LOAD:
1960 BMU Unknown
REHAB: BY: PROJ: ALIGNMENT: SKEW: LANES:
1983 BMU 5.7851 TAN 90 ON 2 UNDER
0
NAVIGATION: HT. CRN. TO BED: WATER DEPTH:
VC 0 FT HC 0 FT 12 FT 1
FT
SUPERSTRUCTURE: TIMBER DECK ON I -BEAMS
SUBSTRUCTURE: END BENTS:TIMBER CAPS, POSTS & SILLS, TIMBER BULKHEADS
SPANS: 1@307"
BEAMS OR GIRDERS: 9 LINES OF W21X62 I -BEAMS @ 2-5" CENTERS
FLOOR: ENCROACHMENT: DECK (OUT TO OUT) :
4X8" TIM, 2.5" 22 FT
AWS
CLEAR ROADWAY: BETWEEN RAILS: SIDEWALK OR CURB:
21.11 FT 21.83 FT LT .36 FT RT
.36 FT
VERT.CL.OVER :
999.9 FT
INV.RTG.: OPE.RTG.: CONTR.MEMBER : POSTED:
HS-29 HS-42 IntBeam8 SV TTST DATE 10/17/1983
SYSTEM: GREEN LINE ROUTE:
Secondary S.R. Route N
UNDER ROUTES AND CLEARANCES
REMARKS:

BRIDGE INSPECTOR'S RECOMMENDATION FOR MAINTENANCE REPAIRS
Bridge: 010120 County ALEXANDER Date: 09/20/2018
These Repairs Should Be Made Within Twelve Months From Date Of This Inspection
MMS
Description of
Unit
Quantity
Remarks
Est.
Code
Function
Cost
C 0
No Maintenance
NA
3
TX UP TO 5" X 4" AREA OF DECAY
Required
WITH SOIL INFILTRATION, SOUTHWEST
WINGWALL, 1' FROM ABUTMENT, 4'
FROM BOTTOM OF CAP.
0
No Maintenance
NA
3
4' X UP TO 2' x 4" AREA OF DECAY WITH
Required
SOIL INFILTRATION, TOP OF
SOUTHWEST WINGWALL. (PRIORITY
MAINTENANCE)
` 3316
Maint to Timber
LF
3
Span 1 Right Bridge Rail: RAIL TO BEAM
Handrail
CONNECTING BLOCK, POSTS 1, 2, AND
3, SPLIT FULL DEPTH.
3316
Maint to Timber
LF
1
Span 1 Left Bridge Rail: MISSING NUT,
Handrail
POST 6 CONNECTION TO WEB.
3316
Maint to Timber
LF
1
Span 1 Left Bridge Rail: POST TO BEAM
Handrail
BLOCK SPLIT, FULL DEPTH.
3346
Repair / Maintain
SF
3
End Bent 1 Abutment/Backwall : 2.5' X 8"
Timber Wings &
X 4" AREA OF DECAY WITH SOIL
Blkhds
INFILTRATION, WEST END OF
ABUTMENT, AT CAP.
3346
Repair / Maintain
SF
2
End Bent 1 Abutment/Backwall : 20" X 11"
Timber Wings &
X FULL DEPTH AREA OF DECAY WITH
Blkhds
SOIL INFILTRATION, BETWEEN BEAMS
6AND 7.
3346
Repair / Maintain
SF
8
End Bent 2 Abutment/Backwall : 8' X UP
Timber Wings &
TO 12" X 4" AREA OF DECAY WITH SOIL
Blkhds
INFILTRATION, BEGINNING AT WEST
END, AT CAP.
0
No Maintenance
NA
3
28" X UP TO 2' X 4" AREA OF DECAY
Required
WITH SOIL INFILTRATION, TOP OF
NORTHEAST WINGWALL.
3346
Repair / Maintain
SF
1
End Bent 1 Abutment/Backwall : 9" X UP
Timber Wings &
TO 2" 4" AREA OF DECAY WITH SOIL
Blkhds
INFILTRATION, AT BEAM 8.
Key
a. Priority Maintenance Item `41, Critical Finding Item Priority Maintenance Level Not Determined

BRIDGE INSPECTOR'S RECOMMENDATION FOR PRIORITY MAINTENANCE REPAIRS
Bridge: 010120 County ALEXANDER
THE FOLLOWING MAINTENANCE ITEMS HAVE BEEN SUBMITTED IN CONJUNCTION WITH A PRIORITY MAINTENANCE REQUEST
MMS Code
MMS Description
Quantity
0
No Maintenance Required
3 NA
Location:
Bent/Span No.
Priority Level
Status
Priority Maintenance
Division Bridge Maintenance Notification
Submitted Date:
Submitted By:
Assisted By:
09/24/2018
R. ASENCIO
Details
TX UP TO 5" X 4" AREA OF DECAY WITH SOIL INFILTRATION, SOUTHWEST WINGWALL, 1' FROM ABUTMENT,
4' FROM BOTTOM OF CAP.
MMS Code
MMS Description
Quantity
0
No Maintenance Required
3 NA
Location:
Bent/Span No.
Priority Level
Status
Priority Maintenance
Division Bridge Maintenance Notification
Submitted Date:
Submitted By:
Assisted By:
09/24/2018
R. ASENCIO
Details
4' X UP TO 2' x 4" AREA OF DECAY WITH SOIL INFILTRATION, TOP OF SOUTHWEST WINGWALL. (PRIORITY
MAINTENANCE)

BRIDGE INSPECTOR'S RECOMMENDATION FOR PRIORITY MAINTENANCE REPAIRS
Bridge: 010120 County ALEXANDER
THE FOLLOWING MAINTENANCE ITEMS HAVE BEEN SUBMITTED IN CONJUNCTION WITH A PRIORITY MAINTENANCE REQUEST
MMS Code
MMS Description
Quantity
3316
Maint to Timber Handrail
3 LF
Location:
Bent/Span No.
Priority Level
Status
Priority Maintenance
Division Bridge Maintenance Notification
Submitted Date:
Submitted By:
Assisted By:
09/24/2018
R. ASENCIO
Details
Span 1 Right Bridge Rail: RAIL TO BEAM CONNECTING BLOCK, POSTS 1, 2, AND 3, SPLIT FULL DEPTH.
MMS Code
MMS Description
Quantity
3316
Maint to Timber Handrail
1 LF
Location:
Bent/Span No.
Priority Level
Status
Priority Maintenance
Division Bridge Maintenance Notification
Submitted Date:
Submitted By:
Assisted By:
09/24/2018
R. ASENCIO
Details
Span 1 Left Bridge Rail: MISSING NUT, POST 6 CONNECTION TO WEB.

BRIDGE INSPECTOR'S RECOMMENDATION FOR PRIORITY MAINTENANCE REPAIRS
Bridge: 010120 County ALEXANDER
THE FOLLOWING MAINTENANCE ITEMS HAVE BEEN SUBMITTED IN CONJUNCTION WITH A PRIORITY MAINTENANCE REQUEST
MMS Code
MMS Description
Quantity
3316
Maint to Timber Handrail
1 LF
Location:
Bent/Span No.
Priority Level
Status
Priority Maintenance
Division Bridge Maintenance Notification
Submitted Date:
Submitted By:
Assisted By:
09/24/2018
R. ASENCIO
Details
Span 1 Left Bridge Rail: POST TO BEAM BLOCK SPLIT, FULL DEPTH.
MMS Code
MMS Description
Quantity
3346
Repair / Maintain Timber Wings & Blkhds
3 SF
Location:
Bent/Span No.
Priority Level
Status
Priority Maintenance
Division Bridge Maintenance Notification
Submitted Date:
Submitted By:
Assisted By:
09/24/2018
R. ASENCIO
Details
End Bent 1 Abutment/Backwall : 2.5' X 8" X 4" AREA OF DECAY WITH SOIL INFILTRATION, WEST END OF
ABUTMENT, AT CAP.

BRIDGE INSPECTOR'S RECOMMENDATION FOR PRIORITY MAINTENANCE REPAIRS
Bridge: 010120 County ALEXANDER
THE FOLLOWING MAINTENANCE ITEMS HAVE BEEN SUBMITTED IN CONJUNCTION WITH A PRIORITY MAINTENANCE REQUEST
MMS Code
MMS Description
Quantity
3346
Repair / Maintain Timber Wings & Blkhds
2 SF
Location:
Bent/Span No.
Priority Level
Status
Priority Maintenance
Division Bridge Maintenance Notification
Submitted Date:
Submitted By:
Assisted By:
09/24/2018
R. ASENCIO
Details
End Bent 1 Abutment/Backwall : 20" X 11" X FULL DEPTH AREA OF DECAY WITH SOIL INFILTRATION, BETWEEN
BEAMS 6 AND 7.
MMS Code
MMS Description
Quantity
3346
Repair / Maintain Timber Wings & Blkhds
8 SF
Location:
Bent/Span No.
Priority Level
Status
Priority Maintenance
Division Bridge Maintenance Notification
Submitted Date:
Submitted By:
Assisted By:
09/24/2018
R. ASENCIO
Details
End Bent 2 Abutment/Backwall : 8' X UP TO 12" X 4" AREA OF DECAY WITH SOIL INFILTRATION, BEGINNING AT
WEST END, AT CAP.

BRIDGE INSPECTOR'S RECOMMENDATION FOR PRIORITY MAINTENANCE REPAIRS
Bridge: 010120 County ALEXANDER
THE FOLLOWING MAINTENANCE ITEMS HAVE BEEN SUBMITTED IN CONJUNCTION WITH A PRIORITY MAINTENANCE REQUEST
MMS Code
MMS Description
Quantity
0
No Maintenance Required
3 NA
Location:
Bent/Span No.
Priority Level
Status
Recommended
Routine Maintenance
Submitted Date:
Submitted By:
Assisted By:
09/24/2018
R. ASENCIO
Details
28" X UP TO 2' X 4" AREA OF DECAY WITH SOIL INFILTRATION, TOP OF NORTHEAST WINGWALL.
MMS Code
MMS Description
Quantity
3346
Repair / Maintain Timber Wings & Blkhds
1 SF
Location:
Bent/Span No.
Priority Level
Status
Recommended
Routine Maintenance
Submitted Date:
Submitted By:
Assisted By:
09/24/2018
R. ASENCIO
Details
End Bent 1 Abutment/Backwall : 9" X UP TO 2" 4" AREA OF DECAY WITH SOIL INFILTRATION, AT BEAM 8.

Bridge
Inspection Field Sketch
MEASURED 100 FT, SOUTH OF END BENT 1.
Roadway
17ft Wide
2 Paved Lanes
Looking Nort
h
Left Shoulder
Oft Wide
Oft Unpaved
Right Shoulder
Oft Wide
Oft Unpaved
Left Guardrail
Right Guardrail

Bridge Inspection Field Sketch
Deck Width/Out to Out
22.Oft
Between Rails
21.83ft
Clear Roadway
21.11ft
Wearing Surface
0.21ft
Median Width
Median Height
Curb Height
Left
0.67ft
Ri ht
0.67ft
Sidewalk Width
Left
Right
Clear Roadway Rail to Median
Left
Right
Guardrail Width
Left
0.81ft
Ri
10.81ft
Top of Rail to DeckNVearingi Surface
Left
2.7ft
Right
2.7ft
4" X 8" NAILER
Measurements for Span #
1
Deck Thickness
0.33
Left Overhang
1.33
Top of Rail to Bottom of Beam
5.25
Ri ht Overhang
1.33
Beam Number
Beam Type
Spacina
Comments
1
Steel I Beam
ft
2
Steel I Beam
2.42ft
3
Steel I Beam
2.42ft
4
Steel I Beam
2.42ft
5
Steel I Beam
2.42ft
6
Steel I Beam
2.42ft
7
Steel I Beam
2.42ft
8
Steel I Beam
2.42ft
9
Steel I Beam
2.42ft
MODIFIED OVERHANGS AND DECK WIDTH
MODIFIED BY R. ASENCIO ON 9-20-2018.
NO CURVED GIRDERS.
_I 8 5/16in
9/16"
ib
5/16in ti
0
N
9/16"
Title Description
Superstructure Sketch Data Worksheet
Bridge No: 010120 I Drawn By: RAP I Date: 10/16/08 I File Name: S0000000871

Bridge Inspection Field Sketch
SPAN: 1 LOCATION: MID. - SPAN
G
F
O O P
m
O 0
O O o0
3 BOLTS
SPAN DIM. A DIM. B DIM. C DIM. D DIM. E DIM. F DIM. G BOLT SIZE:
1
2 1 /2"
10 1 /4"
7 9/16"
10-1 /4"
2 3/4"
15' av
15' av
3/4"

Bridge Inspection Field Sketch
Ca Information
Materi
VERIFIED BY R. ASENCIO ON 9-20-2018.
Bent/Abutment #: 1
Title
Substructure Bent 1 Sketch
Description
Data Worksheet
Bridge No: 010120
Drawn
By: RAP
Date: 10/16/08
File Name: S0000000873
al Timber
Length
22.000 ft.
Width
1.000 ft.
Height
1.000 ft.
Left Overhang
2.100 ft.
Right Overhang
1.960 ft.
Left Beam to End of Cap.
1.310 ft.
Right Beam to End of Cap.
1.270 ft.
Subca
Information
Material
Length
Width
Height
Left Overhang
Right Overhang
Left Pile to Splice.
Sill Information
Material
Length
Width
Height
Pile #
Material
Spacing
Width/Dia.
Height
Length
Orientation
Driven?
Replacement?
Removed?
Collar?
1
Timber
0.79 ft.
Vertical
No
No
No
No
2
Timber
6.0 ft
0.79 ft.
Vertical
No
No
No
No
3
Timber
6.0 ft
0.79 ft.
Vertical
No
No
No
No
4
Timber
6.0 ft
0.79 ft.
Vertical
No
No
No
No

Bridge Inspection Field Sketch
MODIFIED MODIFIED CAP LENGTH.
MODIFIED BY R. ASENICO ON 9-20-2018.
Bent/Abutment #: 2
Title
Substructure Bent 2 Sketch
Description
Data Worksheet
Bridge No: 010120
Drawn
By: RAP
Date: 10/16/08
File Name: S0138001812
Ca Information
Material Timber
Length
20.940 ft.*
Width
1.000 ft.
Height
1.000 ft.
Left Overhang
1.790 ft.*
Right Overhang
1.210 ft.*
Left Beam to End of Cap,
.830 ft.*
Right Beam to End of Cap.
.830 ft.*
Subca Information
Material
Length
Width
Height
Left Overhang
Right Overhang
Left Pile to Splice.
Sill Information
Material
Length
Width
Height
Pile #
Material
Spacing
Width/Dia.
Height
Length
Orientation
Driven?
Replacement?
Removed?
Collar?
1
Timber
0.83 ft.
Vertical
No
No
No
No
2
Timber
0.92 ft.*
1 ft.*
Vertical
No
No
No
No
3
Timber
5.02 ft.*
1 ft.*
Vertical
No
No
No
No
4
Timber
6 ft.
1 ft.*
Vertical
No
No
No
No
5
Timber
6 ft.
1 ft.*
Vertical
No
No
No
No