960221_Routine_10_26_2022.pdf

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Structure Safety Report
Routine Element Inspection - Contract
STRUCTURE NUMBER: 960221 SAP STRUCTURE NO: 0970221 FHWA STRUCTURE NO: 000000001930221
DIVISION: 11 COUNTY: WILKES INSPECTION DATE: 10/26/2022 FREQUENCY: 24 MONTHS
FACILITY CARRIED: SR1939 MILE POST:
LOCATION:.5 MI.S.JCT.SR1943
FEATURE INTERSECTED: SPARKS CREEK
LATITUDE: 36' 18' 45"
LONGITUDE: 81 ° 1' 28.38"
SUPERSTRUCTURE: TIMBER FLOOR ON I -BEAMS
SUBSTRUCTURE: E.BT.1:P&S;BT:POST&CONC.SILL;E.BT.2:P&S,3 POST/CONC.FTG.
SPANS: 3 SPANS. SEE SPAN PROFILE SHEET FOR SPAN DETAILS
❑FRACTURE CRITICAL ❑✓ TEMPORARY SHORING ❑SCOUR CRITICAL ❑SCOUR PLAN OF ACTION
GRADES: (Inspector/NBI Coding) DECK 6 / 6 SUPERSTRUCTURE 4 / 4 SUBSTRUCTURE 5/5 CULVERT N / N
POSTED SV: 10
POSTED TTST: 10
OTHER SIGNS PRESENT: FOUR (4) DELINEATORS. TWO (2) WEIGHT LIMIT
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
LOOKING NORTH
INSPECTED BY SIGNATURE ��ASSISTED BY MARK FERGUSON
WILLIAM BARKULOO �

NATIONAL BRIDGE INVENTROY -----
IDENTIFICATION
(1) STATE NAME NORTH CAROLINA BRIDGE 96022
(8) STRUCTURE NUMBER (FEDERAL) 193022
(5) INVENTORY ROUTE (ON/UNDER) ON 3101939,
(2) STATE HIGHWAY DEPARTMENT DISTRICT 1
(3) COUNTY CODE (FEDERAL) 193 (4) PLACE CODE
(6) FEATURE INTERSECTED SPARKS CREEK
(7) FACILITY CARRIED SR1939
(9) LOCATION .5 MI.S.JCT.SR1943
(11) MILEPOINT 0.i
(12) BASE HIGHWAY NETWORK
(13) LRS INVENTORY ROUTE & SUBROUTE
(16) LATITUDE 36° 18' 45" (17) LONGITUDE 81' 1' 28.38
(98) BORDER BRIDGE STATE CODE PERCENT SHARED
(99) BORDER BRIDGE STRUCTURE NUMBER
STRUCTURE INVENTORY AND APPRAISAL
STRUCTURE TYPE AND MATERIAL
(43) STRUCTURE TYPE MAIN
Steel
TYPE Stringer/Multi-beam or girder
CODE
302
(44) STRUCTURE TYPE APPROACH
TYPE
CODE
(45) NUMBER OF SPANS IN MAIN UNIT
3
(46) NUMBER OF SPANS IN APPROACH
0
(107) DECK STRUCTURE TYPE
CODE
8
(108)WEARING SURFACE/PROTECTIVE SYSTEM
(A) TYPE OF WEARING SURFACE
CODE
6
(B) TYPE OF MEMBRANE
CODE
0
(C) TYPE OF DECK PROTECTION
CODE
0
AGE AND SERVICE
(27) YEAR BUILT
(106) YEAR RECONSTRUCTED
(42) TYPE OF SERVICE ON -
OFF - Waterway CODE
(28) LANES ON STRUCTURE 2 LANES UNDER STRUCTURE
(29) AVERAGE DAILY TRAFFIC
(30) YEAR OF ADT 2013 (109) TRUCK ADT PCT
(19) BYPASS OR DETOUR LENGTH
GEOMETRIC DATA
(48) LENGTH OF MAXIMUM SPAN
(49) STRUCTURE LENGTH
(50) CURB OR SIDEWALK: LEFT 0.3 RIGHT
(51) BRIDGE ROADWAY WIDTH, CURB TO CURB
(52) DECK WIDTH OUT TO OUT
(32) APPROACH ROADWAY WITH (W/ SHOULDERS)
(33) BRIDGE MEDIAN No median CODE
(34) SKEW 0 (35) STRUCTURE FLARED
(10) INVENTORY ROUTE MIN VERT CLEAR
(47) INVENTORY ROUTE TOTAL HORIZ CLEAR
(53) MIN VERT CLEAR OVER BRIDGE RDWY
(54) MIN VERT UNDERCLEAR: REFERENCE N
(55) MIN LAT UNDERCLEARANCE RT: REFERENCE N
(56) MIN LAT UNDERCLEARANCE LT:
NAVIGATION DATA
(38) NAVIGATION CONTROL - CODE
(111) PIER PROTECTION Navigation Protection not required CODE
(39) NAVIGATION VERTICAL CLEARANCE
(116) VERT - LIFT BRIDGE NAV MIN VERT CLEAR
(40) NAVIGATION HORIZONTAL CLEARANCE
1965
0
Highway
15
0
190
6
5.0
49.0
91.0
0.3
24.1
24.9
18.0
0
0
999.9
24.0
999.9
0.0
0.0
0.0
0
1
0.0
0.0
0.0
01 /03/2023
SUFFICIENCY RATING
37.95
STATUS =
Structurally Deficient
CLASSIFICATION
CODE
(112) NBIS BRIDGE SYSTEM
Y
(104) HIGHWAY SYSTEM
Inventory Route not on NHS
0
(26) FUNCTIONAL CLASS
Rural Local
09
(100) STRAHNET HIGHWAY
Not a STRAHNET Route
0
(101) PARALLEL STRUCTURE
0
(102) DIRECTION OF TRAFFIC
2-way traffic
2
(103) TEMPORARY STRUCTURE
Temporary Structure or Conditions
T
(110) DESIGNATED NATIONAL NETWORK - on national network for trucks
0
(20) TOLL
On Free Road
3
(21) MAINT -
01
(22) OWNER -
01
(37) HISTORICAL SIGNIFICANCE -
5
CONDITION
CODE
(58) DECK
6
(59)SUPERSTRUCTURE
4
(60)SUBSTRUCTURE
5
(61) CHANNEL & CHANNEL PROTECTION
5
(62) CULVERTS
N
LOAD RATING AND POSTING
CODE
(31) DESIGN LOAD
Unknown
0
(63) OPERATING RATING METHOD -
Load Factor
1
(64) OPERATING RATING -
HS-7
12
(65) INVENTORY RATING METHOD -
1
(66) INVENTORY RATING
HS-4
7
(70) BRIDGE POSTING
Posting Required
0
(41) STRUCTURE OPEN, POSTED, OR CLOSED
P
DESCRIPTION
Posted for Load
APPRAISAL
CODE
(67) STRUCTURAL EVALUATION
4
(68) DECK GEOMETRY
N
(69) UNDERCLEARANCES, VERT & HORIZ
N
(71) WATERWAY ADEQUACY
8
(72) APPROACH ROADWAY ALIGNMENT
6
(36) TRAFFIC SAFETY FEATURES
0000
(113) SCOUR CRITICAL BRIDGES
5
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 380 YEAR OF FUTURE ADT
INSPECTION
(90) INSPECTION DATE 10/22 (91) FREQUENCY
(92) CRITICAL FEATURE INSPECTION (93) CFI DATE
A) FRACTURE CRIT DETAIL A)
B) UNDERWATER INSP B)
C) OTHER SPECIAL INSP C)
SCOUR
2040
24

Superstructure Build Details
Span Number 1 Span Length 20.000
Skew 90.000
Number
of Items
Type of Component
Element Name
Quantity
Protective System Applied
Quantity
(Sq Ft)
1
Timber Deck
Timber Deck
499 Square Feet
10
Plate Girder
Steel Open Girder/Beam
200 Feet
Legacy Red Lead Primer
Systems with Various Topcoats
830
20
Other Bearing
Other Bearings
20 Each
2
Timber Rail
Timber Bridge Railing
40 Feet
1
Asphalt Wearing Surface
Wearing Surface
479 Square Feet
Span Number 2
Span Length 50.500
Skew 90.000
Number
of Items
Type of Component
Element Name
Quantity
Protective System Applied
Quantity
(Sq Ft)
12
Plate Girder
Steel Open Girder/Beam
600 Feet
Legacy Red Lead Primer
Systems with Various Topcoats
1980
1
Timber Deck
Timber Deck
1259 Square Feet
2
Timber Rail
Timber Bridge Railing
102 Feet
24
Other Bearing
Other Bearings
24 Each
Unknown
24
1
Asphalt Wearing Surface
Wearing Surface
1208 Square Feet
Span Number 3
Span Length 20.250
Skew 90.000
Number
of Items
Type of Component
Element Name
Quantity
Protective System Applied
Quantity
(Sq Ft)
4
Other Bearing
Other Bearings
4 Each
Enamel
8
1
Timber Deck
Timber Deck
505 Square Feet
10
Plate Girder
Steel Open Girder/Beam
210 Feet
Legacy Red Lead Primer
Systems with Various Topcoats
840
2
Timber Rail
Timber Bridge Railing
42 Feet
16
Other Bearing
Other Bearings
16 Each
Unknown
32
1
Asphalt Wearing Surface
Wearing Surface
485 Square Feet

Structure Element Scoring
Structure Number: 960221
Inspection Date 10/26/202
2
Element
Number
Parent
Number
Element Name
Location
Total
Quantity
Level
Quantity
Level
Quantity
Level
Quantity
Level
Quantity
31
Timber Deck
Deck
2,263
427
1,836
0
0
107
Steel Open Girder/Beam
Beam
1,010
0
258
265
487
515
107
Steel Protective Coating
Beam
3,6501
0
1,177
25
2,448
316
Other Bearings
Bearing Device
64
40
24
0
0
515
316
Steel Protective Coating
Bearing Device
8
8
0
0
0
515
316
Steel Protective Coating
Bearing Device
56
32
0
0
24
332
Timber Bridge Railing
Bridge Rail
184
61
25
98
0
510
Wearing Surface
Wearing Surfaces
2,172
370
1,800
2
0
216
Timber Abutment
Abutments
80
32
0
45
3
220
Reinforced Concrete Pile Cap/Footing
Footing
Piles and Columns
62
20
52
0
10
0
228
Timber Pile
10
5
0
5
235
Timber Pier Cap
Caps
104
76
0
2
26

Summary of Maintenance Needs
Maintenance By Defect
Structure Number: 960221
Inspection Date: 10/26/2022
MMS
Code
Element Name
Defect Name
Recommended Quantity
3324
Timber Deck
Decay/Section Loss
499 Square Feet
3314
Steel Open Girder/Beam
Corrosion
752 Feet
3314
Steel Open Girder/Beam
Distortion
1 Feet
3346
Timber Abutment
Decay/Section Loss
8 Feet
3346
Timber Abutment
Settlement
20 Feet
3348
Reinforced Concrete Pile Cap/Footing
Abrasion/Wear (PSC/RC)
10 Feet
3344
Timber Pile
Connection
5 Each
3344
Timber Pier Cap
Connection
26 Feet
3344
Timber Pier Cap
Decay/Section Loss
2 Feet
3316
Timber Bridge Railing
Split/Delamination (Timber)
48 Feet
3316
Timber Bridge Railing
Decay/Section Loss
5 Feet
3316
Timber Bridge Railing
Check/Shake
41 Feet
3316
Timber Bridge Railing
Abrasion/Wear (Timber)
50 Feet
2816
Wearing Surface
Patched Area/Pothole (Wearing Surface)
2 Square Feet
2816
Wearing Surface
Crack (Wearing Surface)
1800 Square Feet
3342
Steel Protective Coating
Oxide Film Degradation Color/Texture Adherence (Steel Protec
444 Square Feet
3342
Steel Protective Coating
Effectiveness (Steel Protective Coatings)
3229 Square Feet

Element Structure Maintenance Quantities
Structure Number: 960221
Inspection Date 10/26/2022
Location
MMS
Code
Description
Maint
Quantity
Total
Quantity
Severe
Quantity
Poor
Quantity
Fair
Quantity
Good
Quantity
Beam
3314
Maintenance Steel Superstructure Components
753
1010
487.000
265.000
258.000
0.000
Beam
3342
Clean and Paint Steel
3650
3650
2448.000
25.000
1177.000
0.000
Bearing Device
3334
Bridge Bearing
0
64
0.000
0.000
24.000
40.000
Bearing Device
3342
Clean and Paint Steel
0
8
0.000
0.000
0.000
8.000
Bearing Device
3342
Clean and Paint Steel
23
56
24.000
0.000
0.000
32.000
Bridge Rail
3316
Maintenance of Timber Bridge Rail
144
184
0.000
98.000
25.000
61.000
Deck
3324
Maintenance of Timber Deck Components
499
2263
0.000
0.000
1836.000
427.000
Baring Surfaces
2816
Asphalt Surface Repair
1802
2172
0.000
2.000
1800.000
370.000
Abutments
3346
Maintenance of Timber Bulkheads or Wingwalls
28
80
3.000
45.000
0.000
32.000
Caps
3344
Maintenance To Timber Substructure
28
104
26.000
2.000
0.000
76.000
Footing
3348
Maintenance of Concrete Substructure
10
62
0.000
10.000
0.000
52.000
Piles and Columns
3344
Maintenance To Timber Substructure
5
20
5.000
0.000
5.000
10.000

Priority Actions Request
Structure Number 960221
Span
3314
Beam 1
Plate Girder
Priority
Level
Defect Type
Quantity
Defect Description
O2
Corrosion
5
Span 1 Beam 1: (PAR) 5 FEET OF RUST SCALE ON TOP FLANGE, BOTTOM
FLANGE, AND UP TO 12 INCHES OF WEB, WITH 0.27 INCH AVERAGE
REMAINING ON BOTTOM FLANGE, 1/4 INCH AVERAGE REMAINING IN WEB,
AND 3/8 INCH AVERAGE REMAINING IN TOP FLANGE, AT END BENT 1.
3314
Beam 2
Plate Girder
Priority
Level
Defect Type
Quantity
Defect Description
O2
Corrosion
4
Span 1 Beam 2: (PAR) 4 FEET OF RUST SCALE ON TOP FLANGE, BOTTOM
FLANGE, AND UP TO 12 INCHES OF WEB, WITH 0.2 INCH AVERAGE
REMAINING ON BOTTOM FLANGE, 1/4 INCH AVERAGE REMAINING IN WEB,
AND 3/8 INCH AVERAGE REMAINING IN TOP FLANGE, AT END BENT 1.
3314
Beam 3
Plate Girder
Priority
Level
Defect Type
Quantity
Defect Description
�2
Corrosion
5
Span 1 Beam 3: (PAR) 5 FEET OF RUST SCALE ON TOP FLANGE, BOTTOM
FLANGE, AND UP TO 6 INCHES OF WEB, WITH 0.27 INCH AVERAGE
REMAINING ON BOTTOM FLANGE, 1/4 INCH AVERAGE REMAINING IN WEB,
AND 3/8 INCH AVERAGE REMAINING IN TOP FLANGE, AT END BENT 1.
3314
Beam 4
Plate Girder
Priority
Level Defect Type Quantity Defect Description
O2 Corrosion 20 Span 1 Beam 4: (PAR) AT END BENT 1, 10 FEET OF RUST SCALE ON TOP
FLANGE, BOTTOM FLANGE, AND UP TO 6 INCHES IN WEB, WITH 0.18 INCH
AVERAGE REMAINING ON BOTTOM FLANGE, 3/16 INCH AVERAGE
REMAINING IN WEB WITH PERFORATION HOLES, AND 3/16 INCH AVERAGE
REMAINING IN TOP FLANGE; AT BENT 1, 10 FEET OF RUST SCALE ON TOP
FLANGE, BOTTOM FLANGE, AND UP TO 6 INCHES IN WEB, WITH 0.18 INCH
AVERAGE REMAINING ON BOTTOM FLANGE, 3/16 INCH AVERAGE
REMAINING IN WEB, AND 3/16 INCH AVERAGE REMAINING IN TOP FLANGE.
3314 Beam 5 Plate Girder
Priority
Level Defect Type Quantity Defect Description
Corrosion 4 Span 1 Beam 5: (PAR) 4 FEET OF RUST SCALE ON TOP FLANGE, BOTTOM
FLANGE, AND UP TO 6 INCHES ON WEB, WITH 0.24 INCH AVERAGE
REMAINING ON BOTTOM FLANGE, 8 INCHES X 1 INCH HOLE AND 3/16 INCH
AVERAGE REMAINING IN WEB, AND 3/8 INCH AVERAGE REMAINING IN TOP
FLANGE, AT END BENT 1.
�2 Corrosion 7 Span 1 Beam 5: (PAR) 7 FEET OF RUST SCALE ON TOP FLANGE, BOTTOM
FLANGE, AND UP TO 12 INCHES ON WEB, WITH 0.27 INCH AVERAGE
REMAINING ON BOTTOM FLANGE, 1/4 INCH AVERAGE REMAINING IN WEB,
AND 3/8 INCH AVERAGE REMAINING IN TOP FLANGE, AT BENT 1.
3314 Beam 6 Plate Girder
Priority Action Request (PAR) 0 Assigned Routine Maintenance 2 Assigned Priority Maintenance • Assigned Critical Find

Priority Actions Request
Structure Number 960221
Priority
Level Defect Type Quantity Defect Description
O2 Corrosion 2 Span 1 Beam 6: (PAR) 2 FEET OF RUST SCALE ON TOP FLANGE, BOTTOM
FLANGE, AND UP TO 6 INCHES OF WEB, WITH 0.27 INCH AVERAGE
REMAINING ON BOTTOM FLANGE, 1/4 INCH AVERAGE REMAINING IN WEB,
AND 3/8 INCH AVERAGE REMAINING IN TOP FLANGE, AT END BENT 1.
�2 Corrosion 3 Span 1 Beam 6: (PAR) 3 FEET OF RUST SCALE ON TOP FLANGE, BOTTOM
FLANGE, AND UP TO 12 INCHES OF WEB, WITH 0.27 INCH AVERAGE
REMAINING ON BOTTOM FLANGE, 1/4 INCH AVERAGE REMAINING IN WEB,
AND 3/8 INCH AVERAGE REMAINING IN TOP FLANGE, AT BENT 1.
3314 Beam 7 Plate Girder
Priority
Level Defect Type Quantity Defect Description
O Corrosion 20 Span 1 Beam 7: (PAR) 20 FEET OF RUST SCALE ON TOP FLANGE, BOTTOM
FLANGE, AND UP TO 4 INCHES OF WEB, WITH 0.30 INCH AVERAGE
REMAINING ON BOTTOM FLANGE, 1/4 INCH AVERAGE REMAINING IN WEB,
AND 3/8 INCH AVERAGE REMAINING IN TOP FLANGE.
Corrosion 3 Span 1 Beam 7: (PAR) HEAVY CORROSION IN WEB AND BOTTOM FLANGE AT
BENT 1. AREA OF SECTION LOSS IN BOTTOM FLANGE (2.583 FEET LONG X
6.25 INCHES WIDE) WITH 0.221 INCH AVERAGE THICKNESS REMAINING;
AREA OF SECTION LOSS IN WEB (2.33 FEET LONG X 4 INCHES HIGH) WITH
0.264 INCHES AVERAGE THICKNESS REMAINING.
3314 Beam 8 Plate Girder
Priority
Level Defect Type Quantity Defect Description
Corrosion 3 Span 1 Beam 8: (PAR) AT BENT 1, 3 FEET OF RUST SCALE ON TOP FLANGE,
BOTTOM FLANGE, AND UP TO 6 INCHES OF WEB, WITH 0.17 INCH AVERAGE
REMAINING ON BOTTOM FLANGE, 1/4 INCH AVERAGE REMAINING IN WEB,
AND 3/8 INCH AVERAGE REMAINING IN TOP FLANGE, WITH MULTIPLE HOLES
AT BASE OF WEB (14 INCHES X 1.5 INCHES LONG)
O Corrosion 2 Span 1 Beam 8: (PAR) AT END BENT 1, AREA OF RUST SCALE (2 FEET X 6.25
INCHES) ON TOP FLANGE, BOTTOM FLANGE, AND UP TO 7 INCHES OF WEB,
WITH 0.22 INCH AVERAGE REMAINING ON BOTTOM FLANGE, 1/4 INCH
AVERAGE REMAINING IN WEB, AND 3/8 INCH AVERAGE REMAINING IN TOP
FLANGE, WITH AREAS DOWN TO KNIFE EDGE
3314 Beam 10 Plate Girder
Priority
Level Defect Type Quantity Defect Description
O2 Distortion 1 Span 1 Beam 10: (PAR) STARTING 4 FEET FROM END BENT 1, DISTORTION ON
BOTTOM FLANGE (1/2 INCH) AND ON WEB, WITH TILTED ANCHOR BOLT AND
BEAM END PENETRATES BACKWALL
Span2
3314 Beam 4 Plate Girder
Priority
Level Defect Type Quantity Defect Description
�2 Corrosion 50 Span 2 Beam 4: (PAR) 50 FEET RUST SCALE ON BOTTOM FLANGE AND
BOTTOM OF WEB; SECTION LOSS ON BOTTOM FLANGE (THROUGHOUT
LENGTH X FULL FLANGE WIDTH) WITH 0.30 INCH AVERAGE REMAINING;
Priority Action Request (PAR) • Assigned Routine Maintenance 2 Assigned Priority Maintenance • Assigned Critical Find

Priority Actions Request
Structure Number 960221
SECTION LOSS ON WEB AT BENT 1 (FULL HEIGHT X 2 FEET LONG) AND
THROUGHOUT SPAN (3 INCHES HIGH X FULL LENGTH) WITH 0.32 INCH
AVERAGE REMAINING.
3314 Beam 5 Plate Girder
Priority
Level Defect Type Quantity Defect Description
(J) Corrosion 50 Span 2 Beam 5: (PAR) 50 FEET RUST SCALE ON BOTTOM FLANGE AND
BOTTOM OF WEB; SECTION LOSS IN BOTTOM FLANGE (THROUGHOUT
LENGTH OF SPAN X FULL FLANGE WIDTH) WITH 0.22 INCH AVERAGE
REMAINING; SECTION LOSS IN WEB AT BENT 1 (FULL HEIGHT X 2 FEET
LONG) AND THROUGHOUT SPAN (3 INCHES HIGH X FULL LENGTH) WITH 0.13
INCH AVERAGE REMAINING.
3314 Beam 6 Plate Girder
Priority
Level Defect Type Quantity Defect Description
Corrosion 50 Span 2 Beam 6: (PAR) 50 FEET RUST SCALE ON BOTTOM FLANGE AND
BOTTOM OF WEB; SECTION LOSS IN BOTTOM FLANGE (THROUGHOUT
LENGTH OF SPAN X FULL FLANGE WIDTH) WITH 0.30 INCH AVERAGE
REMAINING; SECTION LOSS IN WEB AT BENT 1 (FULL HEIGHT X 2 FEET
LONG) AND THROUGHOUT SPAN (3 INCHES HIGH X FULL LENGTH) WITH 0.13
INCH AVERAGE REMAINING.
3314 Beam 7 Plate Girder
Priority
Level Defect Type Quantity Defect Description
Corrosion 50 Span 2 Beam 7: (PAR) 50 FEET RUST SCALE ON BOTTOM FLANGE AND
BOTTOM OF WEB. SECTION LOSS IN BOTTOM FLANGE (THROUGHOUT
LENGTH OF SPAN X FULL FLANGE WIDTH) WITH 0.20 INCH AVERAGE
REMAINING; SECTION LOSS IN WEB AT BENT 1 (FULL HEIGHT X 2 FEET
LONG) AND THROUGHOUT SPAN (3 INCHES HIGH X FULL LENGTH) WITH 0.19
INCH AVERAGE REMAINING.
3314 Beam 8 Plate Girder
Priority
Level Defect Type Quantity Defect Description
Corrosion 50 Span 2 Beam 8: (PAR) 50 FEET RUST SCALE ON BOTTOM FLANGE AND
BOTTOM OF WEB; SECTION LOSS ON BOTTOM FLANGE (THROUGHOUT
LENGTH OF SPAN X FULL FLANGE WIDTH) WITH 0.26 INCH AVERAGE
REMAINING; SECTION LOSS IN WEB AT BENT 1 (FULL HEIGHT X 2 FEET
LONG) AND THROUGHOUT SPAN (3 INCHES HIGH X FULL LENGTH) WITH 0.20
INCH AVERAGE REMAINING.
3314 Beam 9 Plate Girder
Priority
Level Defect Type Quantity Defect Description
Corrosion 50 Span 2 Beam 9: (PAR) 50 FEET RUST SCALE ON BOTTOM FLANGE AND
BOTTOM OF WEB; SECTION LOSS IN BOTTOM FLANGE (THROUGHOUT
LENGTH OF SPAN X FULL FLANGE WIDTH) WITH 0.20 INCH AVERAGE
REMAINING; SECTION LOSS IN WEB AT BENT 1 (FULL HEIGHT X 2 FEET
LONG) AND THROUGHOUT SPAN (3 INCH HIGH X FULL LENGTH) WITH 0.19
INCH AVERAGE REMAINING.
Priority Action Request (PAR) • Assigned Routine Maintenance 2 Assigned Priority Maintenance • Assigned Critical Find

Priority Actions Request
Structure Number 960221
3314 Beam 10 Plate Girder
Priority
Level Defect Type Quantity Defect Description
• Corrosion 50 Span 2 Beam 10: (PAR) 50 FEET OF RUST SCALE ON BOTTOM FLANGE AND
BOTTOM OF WEB; SECTION LOSS IN BOTTOM FLANGE (THROUGHOUT
LENGTH OF SPAN X FULL FLANGE WIDTH); 2 FEET LONG X 2 INCHES HIGH
HOLE IN WEB AT BENT 1 WITH FULL LENGTH 0.21 AVERAGE REMAINING
THROUGHOUT SPAN (3 INCHES HIGH X FULL LENGTH) WITH 0.18 INCH
AVERAGE REMAINING.
Span3
3314 Beam 3 Plate Girder
Priority
Level Defect Type Quantity Defect Description
O Corrosion 6 Span 3 Beam 3: (PAR) AT BENT 2, 6 FEET X 6 INCHES OF RUST SCALE ON
BOTTOM FLANGE, TOP FLANGE, AND UP TO 12 INCHES OF WEB WITH 0.29
INCH AVERAGE REMAINING IN BOTTOM FLANGE, 1/4 INCH AVERAGE
REMAINING IN TOP FLANGE, AND 3/16 INCH AVERAGE REMAINING IN WEB.
3314
Priority
Level
Beam 4
Defect Type
Plate Girder
Quantity Defect Description
O
Corrosion
6 Span 3 Beam 4: (PAR) AT BENT 2, 6 FEET X 6 INCHES OF RUST SCALE ON
BOTTOM FLANGE, TOP FLANGE, AND UP TO 12 INCHES OF WEB WITH 0.19
INCH AVERAGE REMAINING IN BOTTOM FLANGE, 5/16 INCH AVERAGE
REMAINING IN TOP FLANGE, AND 3/16 INCH AVERAGE REMAINING IN WEB.
•
Corrosion
3 Span 3 Beam 4: (PAR) AT END BENT 2, AREA OF RUST SCALE ON BOTTOM
FLANGE (2.5 FEET X FULL WIDTH) WITH 0.26 INCH AVERAGE REMAINING
WITH DOWN TO KNIFES EDGE AND PERFORATION HOLES; AND ON UP TO 5
INCHES OF WEB (3/16 INCH AVERAGE REMAINING).
3314
Beam 5
Plate Girder
Priority
Level
Defect Type
Quantity Defect Description
O
Corrosion
4 Span 3 Beam 5: (PAR) AT BENT 2, 4 FEET X 6 INCHES OF RUST SCALE ON
BOTTOM FLANGE, TOP FLANGE, AND UP TO 12 INCHES OF WEB WITH 0.27
INCH AVERAGE REMAINING IN BOTTOM FLANGE, 1/4 INCH AVERAGE
REMAINING IN TOP FLANGE, AND 3/16 INCH AVERAGE REMAINING IN WEB.
O
Corrosion
8 Span 3 Beam 5: (PAR) AT END BENT 2,8 FEET X FULL WIDTH AREA OF RUST
SCALE ON BOTTOM FLANGE, TOP FLANGE, AND UP TO 7 INCHES OF WEB
WITH 0.29 INCH AVERAGE REMAINING IN BOTTOM FLANGE DOWN TO
KNIFES EDGE, 5/16 INCH AVERAGE REMAINING IN TOP FLANGE, AND 3/16
INCH AVERAGE REMAINING IN WEB.
3314
Beam 6
Plate Girder
Priority
Level Defect Type Quantity Defect Description
Corrosion 21 Span 3 Beam 6: (PAR) RUST SCALE (FULL LENGTH X FULL WIDTH) ON
BOTTOM FLANGE, TOP FLANGE, AND UP TO 7 INCHES OF WEB WITH 0.21
Priority Action Request (PAR) • Assigned Routine Maintenance 2 Assigned Priority Maintenance • Assigned Critical Find

Priority Actions Request
Structure Number 960221
INCH AVERAGE REMAINING IN BOTTOM FLANGE, 5/16 INCH AVERAGE
REMAINING IN TOP FLANGE, AND 1/8 INCH AVERAGE REMAINING IN WEB.
3314
Beam 7
Plate Girder
Priority
Level
Defect Type
Quantity Defect Description
O
Corrosion
3 Span 3 Beam 7: (PAR) AT BENT 2, 3 FEET OF RUST SCALE ON BOTTOM
FLANGE, TOP FLANGE, AND UP TO 12 INCHES OF WEB WITH 0.24 INCH
AVERAGE REMAINING IN BOTTOM FLANGE, 1/4 INCH AVERAGE REMAINING
IN TOP FLANGE, AND 3/16 INCH AVERAGE REMAINING IN WEB.
O
Corrosion
3 Span 3 Beam 7: (PAR) AT END BENT 2,3 FEET X FULL WIDTH AREA OF RUST
SCALE ON BOTTOM FLANGE AND UP TO 5 INCHES OF WEB WITH 0.27 INCH
AVERAGE REMAINING IN BOTTOM FLANGE DOWN TO KNIFES EDGE AND
5/16 INCH AVERAGE REMAINING IN WEB.
3314
Beam 8
Plate Girder
Priority
Level Defect Type Quantity Defect Description
Corrosion 4 Span 3 Beam 8: (PAR) AT BENT 2,4 FEET OF RUST SCALE ON BOTTOM
FLANGE AND UP TO 12 INCHES OF WEB WITH 0.28 INCH AVERAGE
REMAINING IN BOTTOM FLANGE AND 3/16 INCH AVERAGE REMAINING IN
WEB.
O Corrosion 3 Span 3 Beam 8: (PAR) AT END BENT 2,3 FEET XFULL WIDTH AREA OF RUST
SCALE ON BOTTOM FLANGE AND UP TO 5 INCHES OF WEB WITH 0.29 INCH
AVERAGE REMAINING IN BOTTOM FLANGE AND 5/16 INCH AVERAGE
REMAINING IN WEB.
2816 Wearing Asphalt Wearing Surface
Surface
Priority
Level Defect Type Quantity Defect Description
O2 Patched Area/Pothole 2 Span 3 Wearing Surface: (PAR) OVER END BENT 2, POTHOLE ( 14 INCHES X 8
INCHES X 2 INCHES DEEP)
Bent 1
3346 Abutment Timber Abutment
Priority
Level Defect Type Quantity Defect Description
�2 Decay/Section Loss 3 End Bent 1 Abutment: (PAR) EAST OF PILE 1, 3 FEET FROM CAP, ROT (3 FEET
X 8 INCHES X FULL DEPTH) WITH EXPOSED FILL AND VEGETATION GROWTH
O2 Decay/Section Loss 5 End Bent 1 Abutment: (PAR) 4.5 FEET X 3 INCH X 3 INCH DECAY WITH FILL
SPILLING THROUGH, BETWEEN PILES 4 AND 5.
�2 Settlement 20 End Bent 1 Abutment: (PAR) BACKWALL BULGING 2.5 FEET FROM CAP,
PUSHING PILES
3344 Cap 1 Timber Pier Cap
Priority
Level Defect Type Quantity Defect Description
(2� Connection 26 End Bent 1 Cap 1: (PAR) ALONG BOTTOM OF CAP, ROTATED TOWARDS
Priority Action Request (PAR) 0 Assigned Routine Maintenance 2 Assigned Priority Maintenance • Assigned Critical Find

Priority Actions Request
Structure Number 960221
CHANNEL UP TO 6 DEGREES
3344
Pile 1
Timber Pile
Priority
Level
Defect Type
Quantity
Defect Description
Connection
1
End Bent 1 Pile 1: (PAR) AT TOP OF PILE, 60 PERCENT LOSS OF BEARING
3344
Pile 2
Timber Pile
Priority
Level
Defect Type
Quantity
Defect Description
Connection
1
End Bent 1 Pile 2: (PAR) AT TOP OF PILE, 60 PERCENT LOSS OF BEARING,
PILE SHIFTED 1.5 INCHES TOWARDS STREAM (4 DEGREES TILT)
3344 Pile 3 Timber Pile
Priority
Level Defect Type Quantity
Connection
3344 Pile 4 Timber Pile
Priority
Level Defect Type Quantity
Defect Description
1 End Bent 1 Pile 3: (PAR) AT TOP OF PILE, 50 PERCENT LOSS OF BEARING,
PILE SHIFTED 3 INCHES TOWARDS STREAM (4 DEGREES TILT)
Defect Description
• Connection 1 End Bent 1 Pile 4: (PAR) AT TOP OF PILE, 95 PERCENT LOSS OF BEARING
3344 Pile 5 Timber Pile
Priority
Level Defect Type Quantity Defect Description
Connection
1 End Bent 1 Pile 5: (PAR) AT TOP OF PILE, 30 PERCENT LOSS OF BEARING
Priority Action Request (PAR) • Assigned Routine Maintenance 2 Assigned Priority Maintenance • Assigned Critical Find

Element Condition and Maintenance Data
Structure Number: 960221
Inspection Date: 10/26/2022
Span 1 Deck
Timber Deck
Element Total
CS1 CS2
CS3
CS4
Number Element Name Qty
Qty Qty
Qty
Qty
31 Timber Deck 499
0 499
0
0 Square Feet
Element
Maint
Number Defect Type Defect Description
CS
CS Qty
Qty
0 31 Decay/Section Loss HEAVY LEAKAGE STAINS ON UNDERSIDE OF
2
499
499 Square Feet
DECK THROUGHOUT.
General Comments
ALONG TRANSITION TO APPROACH, ELEVATION OF DECK DUE TO ROTATION
OF CAP (1 1/4 INCH RISE)
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
20
0
15
0
5 Feet
515 Steel Protective Coating
83
0
63
0
20 Square Feet
Element
Maint
Number
Defect Type
Defect Description
CS
CS Qty
Qty
0 107
Corrosion
(PAR) 5 FEET OF RUST SCALE ON TOP FLANGE,
4
5
5 Feet
BOTTOM FLANGE, AND UP TO 12 INCHES IN WEB,
WITH 0.27 INCHES AVERAGE REMAINING ON
BOTTOM FLANGE, 1/4 INCHES AVERAGE
REMAINING IN WEB, AND 3/8 INCHES AVERAGE
REMAINING IN TOP FLANGE, AT END BENT 1.
107
Corrosion
FRECKLED RUST ON WEB THROUGHOUT FULL
2
15
Feet
LENGTH.
515
Effectiveness (Steel
20 SQUARE FEET OF FAILED COATING
4
20
20 Square Feet
Protective Coatings)
W1 515
Effectiveness (Steel
63 SQUARE FEET OF FRECKLED RUST
2
63
63 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
20
0
16
0
4 Feet
515 Steel Protective Coating
83
0
71
0
12 Square Feet
Element
Maint
Number
Defect Type
Defect Description
CS
CS Qty
Qty
107
Corrosion
(PAR) 4 FEET OF RUST SCALE ON TOP FLANGE,
4
4
4 Feet
BOTTOM FLANGE, AND UP TO 12 INCHES IN WEB,
WITH 0.26 INCH AVERAGE REMAINING ON
BOTTOM FLANGE, 1/4 INCH AVERAGE REMAINING
IN WEB, AND 3/8 INCH AVERAGE REMAINING IN
TOP FLANGE, AT END BENT 1.
107
Corrosion
FRECKLED RUST ON WEB THROUGHOUT FULL
2
16
Feet
LENGTH.
515
Effectiveness (Steel
12 SQUARE FEET OF FAILED COATING
4
12
12 Square Feet
Protective Coatings)
515
Effectiveness (Steel
71 SQUARE FEET OF FRECKLED RUST
2
71
71 Square Feet
Protective Coatings)
General Comments

Structure Number: 960221
Inspection Date: 10/26/2022
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
20
0
11
4 5 Feet
515 Steel Protective Coating
83
0
56
0 27 Square Feet
Number Defect Type
Defect Description
107 Corrosion
(PAR) 5 FEET OF RUST SCALE ON TOP FLANGE,
BOTTOM FLANGE, AND UP TO 6 INCHES IN WEB,
WITH 0.27 INCH AVERAGE REMAINING ON
BOTTOM FLANGE, 1/4 INCH AVERAGE REMAINING
IN WEB, AND 3/8 INCH AVERAGE REMAINING IN
TOP FLANGE, AT END BENT 1.
107 Corrosion
4 FEET OF RUST SCALE ON TOP FLANGE,
BOTTOM FLANGE, AND UP TO 4 INCHES IN WEB,
WITH 0.35 INCH AVERAGE REMAINING ON
BOTTOM FLANGE, 1/4 INCH AVERAGE REMAINING
IN WEB, AND 3/8 INCH AVERAGE REMAINING IN
TOP FLANGE, AT BENT 1.
107 Corrosion
FRECKLED RUST ON WEB THROUGHOUT FULL
LENGTH.
0 515 Effectiveness (Steel
27 SQUARE FEET OF FAILED COATING
Protective Coatings)
515 Oxide Film
56 SQUARE FEET OF FRECKLED RUST
Degradation
Color/Texture
Adherence (Steel
Protective Coatings)
in
CS CS Qty Qty t
4 5 5 Feet
3 4 4 Feet
2 11 Feet
4 27 27 Square Feet
2 56 56 Square Feet
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
20
0
0
0
20 Feet
515 Steel Protective Coating
83
0
33
0
50 Square Feet
Element
Number Defect Type
Defect Description
107 Corrosion
(PAR) AT END BENT 1, 10 FEET OF RUST SCALE
ON TOP FLANGE, BOTTOM FLANGE, AND UP TO 6
INCHES IN WEB, WITH 0.18 INCH AVERAGE
REMAINING ON BOTTOM FLANGE, 3/16 INCH
AVERAGE REMAINING IN WEB WITH
PERFORATION HOLES, AND 3/16 INCH AVERAGE
REMAINING IN TOP FLANGE, AT END BENT 2, 10
FEET OF RUST SCALE ON TOP FLANGE, BOTTOM
FLANGE, AND UP TO 6 INCHES IN WEB, WITH 0.18
INCH AVERAGE REMAINING ON BOTTOM FLANGE,
3/16 INCH AVERAGE REMAINING IN WEB, AND
3/16 INCH AVERAGE REMAINING IN TOP FLANGE.
107 Corrosion
FRECKLED RUST ON WEB THROUGHOUT SPAN.
0 515 Effectiveness (Steel
50 SQUARE FEET OF FAILED COATING
Protective Coatings)
in
CS CS Qty Qty t
4 20 20 Feet
2 Feet
4 50 50 Square Feet

Structure Number: 960221 Inspection Date: 10/26/2022
✓❑ 515 Oxide Film 33 SQUARE FEET OF FRECKLED RUST 2 33 33 Square Feet
Degradation
Color/Texture
Adherence (Steel
Protective Coatings)
General Comments
Span 1 Beam 5
Plate Girder
Element Total
Number Element Name Qty
107 Steel Open Girder/Beam 20
515 Steel Protective Coating 83
CS1 CS2 CS3 CS4
Qty Qty Qty Qty
0 9 0 11 Feet
0 48 0 35 Square Feet
Element
Maint
Number
Defect Type
Defect Description
CS CS Qty Qty
107
Corrosion
(PAR) 4 FEET OF RUST SCALE ON TOP FLANGE,
4 4 4 Feet
BOTTOM FLANGE, AND UP TO 6 INCHES ON WEB,
WITH 0.24 INCH AVERAGE REMAINING ON
BOTTOM FLANGE, 8 INCHES X 1 INCH HOLE AND
3/16 INCH AVERAGE REMAINING IN WEB, AND 3/8
INCH AVERAGE REMAINING IN TOP FLANGE, AT
END BENT 1.
0 107
Corrosion
(PAR) 7 FEET OF RUST SCALE ON TOP FLANGE,
4 7 7 Feet
BOTTOM FLANGE, AND UP TO 12 INCHES ON
WEB, WITH 0.27 INCH AVERAGE REMAINING ON
BOTTOM FLANGE, 1/4 INCH AVERAGE REMAINING
IN WEB, AND 3/8 INCH AVERAGE REMAINING IN
TOP FLANGE, AT BENT 1.
107
Corrosion
FRECKLED RUST ON WEB THROUGHOUT FULL
2 9 Feet
LENGTH.
515
Oxide Film
35 SQUARE FEET OF FAILED COATING
4 35 35 Square Feet
Degradation
Color/Texture
Adherence (Steel
Protective Coatings)
❑ 515
Effectiveness (Steel
48 SQUARE FEET OF FRECKLED RUST
2 48 48 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
20
0
15
0
5 Feet
515 Steel Protective Coating
83
0
68
0
15 Square Feet
Element Maint
Number Defect Type Defect Description CS CS Qty Qty
107 Corrosion (PAR) 2 FEET OF RUST SCALE ON TOP FLANGE, 4 2 2 Feet
BOTTOM FLANGE, AND UP TO 6 INCHES OF WEB,
WITH 0.27 INCH AVERAGE REMAINING ON
BOTTOM FLANGE, 1/4 INCH AVERAGE REMAINING
IN WEB, AND 3/8 INCH AVERAGE REMAINING IN
TOP FLANGE. AT END BENT 1.

Structure Number: 960221
Inspection Date: 10/26/2022
107
Corrosion
(PAR) 3 FEET OF RUST SCALE ON TOP FLANGE,
4 3 3 Feet
BOTTOM FLANGE, AND UP TO 12 INCHES OF
WEB, WITH 0.27 INCH AVERAGE REMAINING ON
BOTTOM FLANGE, 1/4 INCH AVERAGE REMAINING
IN WEB, AND 3/8 INCH AVERAGE REMAINING IN
TOP FLANGE, AT BENT 1.
107
Corrosion
FRECKLED RUST ON WEB THROUGHOUT FULL
2 15 Feet
LENGTH.
515
Effectiveness (Steel
15 SQUARE FEET OF FAILED COATING
4 15 15 Square Feet
Protective Coatings)
7/515
Effectiveness (Steel
68 SQUARE FEET OF FRECKLED RUST
2 68 68 Square Feet
Protective Coatings)
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
20
0
0
0
20 Feet
515 Steel Protective Coating
83
0
23
0
60 Square Feet
Element
Maint
Number
Defect Type
Defect Description
CS CS Qty Qty
107
Corrosion
(PAR) 20 FEET OF RUST SCALE ON TOP FLANGE,
4 20 20 Feet
BOTTOM FLANGE, AND UP TO 4 INCHES OF WEB,
WITH 0.30 INCH AVERAGE REMAINING ON
BOTTOM FLANGE, 1/4 INCH AVERAGE REMAINING
IN WEB, AND 3/8 INCH AVERAGE REMAINING IN
TOP FLANGE.
107
Corrosion
(PAR) HEAVY CORROSION IN WEB AND BOTTOM
4 3 Feet
FLANGE AT BENT 1. AREA OF SECTION LOSS IN
BOTTOM FLANGE (2.583 FEET LONG X 6.25
INCHES WIDE) WITH 0.221 INCH AVERAGE
THICKNESS REMAINING, AREA OF SECTION LOSS
IN WEB (2.33 FEET LONG X 4 INCHES HIGH) WITH
0.264 INCHES AVERAGE THICKNESS REMAINING.
107
Corrosion
FRECKLED RUST ON WEB THROUGHOUT FULL
2 Feet
LENGTH.
515
Effectiveness (Steel
60 SQUARE FEET OF FAILED COATING
4 60 60 Square Feet
Protective Coatings)
515
Effectiveness (Steel
23 SQUARE FEET OF FRECKLED RUST
2 23 23 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
20
0
15
0
5 Feet
515 Steel Protective Coating
83
0
65
0
18 Square Feet
Element Maint
Number Defect Type Defect Description CS CS Qty Qty

Structure Number: 960221
107 Corrosion
(PAR) AT BENT 1, 3 FEET OF RUST SCALE ON
TOP FLANGE, BOTTOM FLANGE, AND UP TO 6
INCHES OF WEB, WITH 0.17 INCH AVERAGE
REMAINING ON BOTTOM FLANGE, 1/4 INCH
AVERAGE REMAINING IN WEB, AND 3/8 INCH
AVERAGE REMAINING IN TOP FLANGE, WITH
MULTIPLE HOLES AT BASE OF WEB (14 INCHES X
1.5 INCHES LONG)
107 Corrosion
(PAR) AT END BENT 1, AREA OF RUST SCALE (2
FEET X 6.25 INCHES) ON TOP FLANGE, BOTTOM
FLANGE, AND UP TO 7 INCHES OF WEB, WITH 0.
22 INCH AVERAGE REMAINING ON BOTTOM
FLANGE, 1/4 INCH AVERAGE REMAINING IN WEB,
AND 3/8 INCH AVERAGE REMAINING IN TOP
FLANGE, WITH AREAS DOWN TO KNIFE EDGE
107 Corrosion
FRECKLED RUST ON WEB THROUGHOUT FULL
LENGTH.
515 Effectiveness (Steel
18 SQUARE FEET OF FAILED COATING
Protective Coatings)
0 515 Effectiveness (Steel
65 SQUARE FEET OF FRECKLED RUST
Protective Coatings)
4
4
Inspection Date: 10/26/2022
3 3 Feet
2 2 Feet
2 15 Feet
4 18 18 Square Feet
2 65 65 Square Feet
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
20
0
16
4
0 Feet
515 Steel Protective Coating
83
0
77
0
6 Square Feet
Element
Number
Defect Type
Defect Description
CS
CS Qty
Qty
Qty
107
Corrosion
2 FEET OF RUST SCALE IN WEB AND BOTTOM
3
2
2 Feet
FLANGE AT BENT 1.
0 107
Corrosion
2 FEET OF RUST SCALE ON TOP FLANGE,
3
2
2 Feet
BOTTOM FLANGE, AND UP TO 6 INCHES IN WEB,
WITH 0.37 INCH AVERAGE REMAINING ON
BOTTOM FLANGE, 1/4 INCH AVERAGE REMAINING
IN WEB, AND 3/8 INCH AVERAGE REMAINING IN
TOP FLANGE, AT END BENT 1.
107
Corrosion
FRECKLED RUST THROUGHOUT WEB FOR FULL
2
16
Feet
LENGTH.
515
Effectiveness (Steel
6 SQUARE FEET OF FAILED COATING
4
6
6 Square Feet
Protective Coatings)
0 515
Oxide Film
77 SQUARE FEET OF FRECKLED RUST
2
77
77 Square Feet
Degradation
Color/Texture
Adherence (Steel
Protective Coatings)
General Comments
Span 1 Beam 10
Plate Girder
Element
Total
CS1
CS2
CS3
CS4
Number Element Name
Qty
Qty
Qty
Qty
Qty
107 Steel Open Girder/Beam
20
0
19
0
1 Feet
515 Steel Protective Coating
83
0
77
0
6 Square Feet
Element Maint
Number Defect Type Defect Description CS CS Qty Qty

Structure Number: 960221
107
Distortion
(PAR) STARTING 4 FEET FROM END BENT 1,
DISTORTION ON BOTTOM FLANGE (1/2 INCH) AND
ON WEB, WITH TILTED ANCHORAGE ROD AND
BEAM END PENETRATES BACKWALL
✓❑ 107
Corrosion
2 FEET OF RUST SCALE ON TOP FLANGE,
BOTTOM FLANGE, AND UP TO 6 INCHES IN WEB,
AT END BENT 1.
✓❑ 107
Corrosion
2 FEET RUST SCALE IN WEB AND BOTTOM
FLANGE AT BENT 1.
107
Corrosion
FRECKLED RUST THROUGHOUT WEB FOR FULL
LENGTH.
515
Effectiveness (Steel
6 SQUARE FEET OF FAILED COATING
Protective Coatings)
515
Oxide Film
77 SQUARE FEET OF FRECKLED RUST
Degradation
Color/Texture
Adherence (Steel
Protective Coatings)
General Comments
DECK HEADER SPLIT AT TOP NEAR END BENT 1
Span 1 Wearing Surface
Asphalt Wearing Surface
Element Total
Number Element Name Qty
510 Wearing Surface 479
Element
Number Defect Type Defect Description
510 Crack (Wearing AT MULTIPLE LOCATIONS THROUGHOUT,
Surface) TRANSVERSE CRACKS (UP TO FULL WIDTH X UP
TO 1/32 INCH)
General Comments
Span 1 Left Bridge Rail
Timber Rail
Element Total
Number Element Name Qty
332 Timber Bridge Railing 20
Number UVIcUL IYYU UUIU�L UUa�IINuvn
332 Split/Delamination INTERMITTENT THROUGHOUT LENGTH, UP TO .75
(Timber) INCH WIDE X UP TO 1 INCH DEEP SPLIT IN CURB
RAIL AT BENT 1.
✓❑ 332 Check/Shake 20 FEET X UP TO 1/2 INCH CHECKS, AT RANDOM
General Comments
Span 1 Right Bridge Rail
Timber Rail
Element Total
Number Element Name Qty
332 Timber Bridge Railing 20
Inspection Date: 10/26/2022
4 1 1 Feet
2 2 Feet
2 2 Feet
2 15 Feet
4 6 6 Square Feet
2 77 77 Square Feet
CS1
CS2
CS3
CS4
Qty
Qty
Qty
Qty
79
400
0
0 Square Feet
in
CS CS Qty Qty t
2 400 400 Square Feet
CS1
CS2
CS3
CS4
Qty
Qty
Qty
Qty
0
3
17
0 Feet
in
CS CS Qty Qty t
3 17 17 Feet
2 3 20 Feet
CS1
CS2
CS3
CS4
Qty
Qty
Qty
Qty
10
0
10
0 Feet
Element Maint
Number Defect Type Defect Description CS CS Qty Qty

Structure Number: 960221
✓❑ 332 Split/Delamination
(Timber)
INTERMITTENT THROUGHOUT LENGTH, UP TO 1/2
INCH WIDE X UP TO 1 INCH DEEP SPLIT IN CURB
RAIL AT BENT 1.
3
Inspection Date: 10/26/2022
10 10 Feet
General Comments
Span 2
Deck
Timber Deck
Element
Total CS1
CS2
CS3
CS4
Number
Element Name Qty Qty
Qty
Qty
Qty
31 Timber Deck 1,259 0
1,259
0
0 Square Feet
Element
Maint
Number Defect Type
Defect Description
CS
CS Qty
Qty
✓❑ 31 Check/Shake
THROUGHOUT TOPSIDE OF LEFT SHOULDER,
2
30
Square Feet
MULTIPLE CHECKS (UP TO 1/32 INCH)
✓❑ 31 Decay/Section Loss
HEAVY LEAKAGE STAINS ON UNDERSIDE OF
2
1,223
Square Feet
DECKTHROUGHOUT.
✓❑ 31 Split/Delamination
TOPSIDE OF LEFT SHOULDER, THREE (3) AREAS
2
6
Square Feet
(Timber)
OF CORNER SPLITTING ON EXPOSED PLANKS
(UP TO 2 FEET X UP TO 1 INCH X UP TO 1 INCH
DEEP)
General Comments
Span 2 Beam 1
Plate Girder
Element
Total
CS1
CS2
CS3
CS4
Number Element Name
Qty
Qty
Qty
Qty
Qty
107 Steel Open Girder/Beam
50
0
0
50
0 Feet
515 Steel Protective Coating
165
0
0
0
165 Square Feet
Element
Number Defect Type
Defect Description
CS
CS Qty
Qty
Qty
107 Corrosion
50 FEET OF RUST SCALE ON TOP, BOTTOM
3
50
50 Feet
FLANGE, AND 6 INCHES OF WEB WITH 30 FEET
AT MIDPSAN APPEARING TO HAVE SECTION
LOSS BUT COULD NOT ACCESS TO CLEAN AND
MEASURE.
0 515 Effectiveness (Steel
165 SQUARE FEET OF FAILED COATING
4
165
165 Square Feet
Protective Coatings)
General Comments
Span 2
Beam 2
Plate Girder
Element
Total
CS1 CS2
CS3
CS4
Number
Element Name Qty
Qty Qty
Qty
Qty
107 Steel Open Girder/Beam 50
0 0
50
0 Feet
515 Steel Protective Coating 165
0 0
0
165 Square Feet
Element
Number Defect Type
Defect Description
CS
CS Qty
Qty
Qty
0 107 Corrosion
50 FEET OF RUST SCALE ON TOP, BOTTOM
3
50
50 Feet
FLANGE, AND 6 INCHES OF WEB WITH 30 FEET
AT MIDPSAN APPEARING TO HAVE SECTION
LOSS BUT COULD NOT ACCESS TO CLEAN AND
MEASURE.

Structure Number: 960221
Inspection Date: 10/26/2022
✓❑ 515 Oxide Film
165 SQUARE FEET OF FAILED COATING
4
165
165 Square Feet
Degradation
Color/Texture
Adherence (Steel
Protective Coatings)
General Comments
Span 2
Beam 3
Plate Girder
Element
Total
CS1 CS2
CS3
CS4
Number
Element Name Qty
Qty Qty
Qty
Qty
107 Steel Open Girder/Beam 50
0 0
50
0 Feet
515 Steel Protective Coating 165
0 0
0
165 Square Feet
Element
Maint
Number Defect Type
Defect Description
CS
CS Qty
Qty
107 Corrosion
50 FEET OF RUST SCALE ON TOP, BOTTOM
3
50
50 Feet
FLANGE, AND 6 INCHES OF WEB WITH 30 FEET
AT MIDPSAN APPEARING TO HAVE SECTION
LOSS BUT COULD NOT ACCESS TO CLEAN AND
MEASURE.
0 515 Effectiveness (Steel
165 SQUARE FEET OF FAILED COATING
4
165
165 Square Feet
Protective Coatings)
General Comments
Span 2 Beam 4
Plate Girder
Element
Total
CS1
CS2
CS3
CS4
Number Element Name
Qty
Qty
Qty
Qty
Qty
107 Steel Open Girder/Beam
50
0
0
0
50 Feet
515 Steel Protective Coating
165
0
0
0
165 Square Feet
Element
Number Defect Type
Defect Description
107 Corrosion
(PAR) 50 FEET RUST SCALE ON BOTTOM FLANGE
AND BOTTOM OF WEB SECTION LOSS ON
BOTTOM FLANGE (THROUGHOUT LENGTH X FULL
FLANGE WIDTH) WITH 0.30 INCH AVERAGE
REMAINING, SECTION LOSS ON WEB AT BENT 1
(FULL HEIGHT X 2 FEET LONG) AND
THROUGHOUT SPAN (3 INCHES HIGH X FULL
LENGTH) WITH 0.32 INCH AVERAGE REMAINING.
107 Corrosion
MODERATE TO HEAVY SURFACE CORROSION IN
TOP FLANGE FOR FULL LENGTH.
✓❑ 107 Distortion
APPROXIMATELY 112 INCH NEGATIVE CAMBER
ACROSS SPAN.
✓❑ 515 Effectiveness (Steel
165 SQUARE FEET OF FAILED COATING
General Comments
CS CS Qty Qin
ty t
4 50 50 Feet
2
2
4
165
Feet
Feet
165 Square Feet

Structure Number: 960221
Inspection Date: 10/26/2022
Span 2
Beam 5
Plate Girder
Element
Total
CS1 CS2 CS3
CS4
Number
Element Name Qty
Qty Qty Qty
Qty
107 Steel Open Girder/Beam 50
0 0 0
50 Feet
515 Steel Protective Coating 165
0 0 0
165 Square Feet
Element
Maint
Number Defect Type
Defect Description
CS CS Qty
Qty
107 Corrosion
(PAR) 50 FEET RUST SCALE ON BOTTOM FLANGE
4 50
50 Feet
AND BOTTOM OF WEB, SECTION LOSS IN
BOTTOM FLANGE (THROUGHOUT LENGTH OF
SPAN X FULL FLANGE WIDTH) WITH 0.22 INCH
AVERAGE REMAINING, SECTION LOSS IN WEB AT
BENT 1 (FULL HEIGHT X 2 FEET LONG) AND
THROUGHOUT SPAN (3 INCHES HIGH X FULL
LENGTH) WITH 0.13 INCH AVERAGE REMAINING.
107 Corrosion
MODERATE TO HEAVY SURFACE CORROSION IN
2
Feet
TOP FLANGE FOR FULL LENGTH.
107 Distortion
APPROXIMATELY 1/2 INCH NEGATIVE CAMBER
2
Feet
ACROSS SPAN.
515 Effectiveness (Steel
165 SQUARE FEET OF FAILED COATING
4 165
165 Square Feet
Protective Coatings)
General Comments
Span 2 Beam 6
Plate Girder
Element
Total
CS1
CS2
CS3
CS4
Number Element Name
Qty
Qty
Qty
Qty
Qty
107 Steel Open Girder/Beam
50
0
0
0
50 Feet
515 Steel Protective Coating
165
0
0
0
165 Square Feet
Element
Maint
Number
Defect Type
Defect Description
CS CS Qty Qty
107
Corrosion
(PAR) 50 FEET RUST SCALE ON BOTTOM FLANGE
4 50 50 Feet
AND BOTTOM OF WEB, SECTION LOSS IN
BOTTOM FLANGE (THROUGHOUT LENGTH OF
SPAN X FULL FLANGE WIDTH) WITH 0.30 INCH
AVERAGE REMAINING, SECTION LOSS IN WEB AT
BENT 1 (FULL HEIGHT X 2 FEET LONG) AND
THROUGHOUT SPAN (3 INCHES HIGH X FULL
LENGTH) WITH 0.13 INCH AVERAGE REMAINING.
0 107
Corrosion
MODERATE TO HEAVY SURFACE CORROSION IN
2 Feet
TOP FLANGE FOR FULL LENGTH.
107
Distortion
APPROXIMATELY 1/2 INCH NEGATIVE CAMBER
2 Feet
ACROSS SPAN.
515
Effectiveness (Steel
165 SQUARE FEET OF FAILED COATING
4 165 165 Square Feet
Protective Coatings)
General Comments
Span 2 Beam 7
Plate Girder
Element
Total
CS1
CS2
CS3
CS4
Number Element Name
Qty
Qty
Qty
Qty
Qty
107 Steel Open Girder/Beam
50
0
0
0
50 Feet
515 Steel Protective Coating
165
0
0
0
165 Square Feet
Element Maint
Number Defect Type Defect Description CS CS Qty Qty

Structure Number: 960221
107 Corrosion
(PAR) 50 FEET RUST SCALE ON BOTTOM FLANGE 4
AND BOTTOM OF WEB, SECTION LOSS IN
BOTTOM FLANGE (THROUGHOUT LENGTH OF
SPAN X FULL FLANGE WIDTH) WITH 0.20 INCH
AVERAGE REMAINING, SECTION LOSS IN WEB AT
BENT 1 (FULL HEIGHT X 2 FEET LONG) AND
THROUGHOUT SPAN (3 INCHES HIGH X FULL
LENGTH) WITH 0.19 INCH AVERAGE REMAINING.
107 Corrosion
MODERATE TO HEAVY SURFACE CORROSION IN 2
TOP FLANGE FOR FULL LENGTH.
✓❑ 107 Distortion
APPROXIMATELY 112 INCH NEGATIVE CAMBER 2
ACROSS SPAN.
✓❑ 515 Effectiveness (Steel
165 SQUARE FEET OF FAILED COATING 4
Protective Coatings)
Inspection Date: 10/26/2022
50 50 Feet
165
Feet
Feet
165 Square Feet
General Comments
Span 2 Beam 8
Plate Girder
Element
Total
CS1
CS2
CS3
CS4
Number Element Name
Qty
Qty
Qty
Qty
Qty
107 Steel Open Girder/Beam
50
0
0
0
50 Feet
515 Steel Protective Coating
165
0
0
0
165 Square Feet
Element
Number Defect Type
Defect Description
107 Corrosion
(PAR) 50 FEET RUST SCALE ON BOTTOM FLANGE
AND BOTTOM OF WEB, SECTION LOSS ON
BOTTOM FLANGE (THROUGHOUT LENGTH OF
SPAN X FULL FLANGE WIDTH) WITH 0.26 INCH
AVERAGE REMAINING, SECTION LOSS IN WEB AT
BENT 1 (FULL HEIGHT X 2 FEET LONG) AND
THROUGHOUT SPAN (3 INCHES HIGH X FULL
LENGTH) WITH 0.20 INCH AVERAGE REMAINING.
107 Corrosion
MODERATE TO HEAVY SURFACE CORROSION IN
TOP FLANGE FOR FULL LENGTH.
107 Distortion
APPROXIMATELY 1/2 INCH NEGATIVE CAMBER
ACROSS SPAN.
515 Effectiveness (Steel
165 SQUARE FEET OF FAILED COATING
Protective Coatings)
CS CS Qty Qin
ty t
4 50 50 Feet
2
2
4
165
Feet
Feet
165 Square Feet
General Comments
Span 2 Beam 9
Plate Girder
Element
Total
CS1
CS2
CS3
CS4
Number Element Name
Qty
Qty
Qty
Qty
Qty
107 Steel Open Girder/Beam
50
0
0
0
50 Feet
515 Steel Protective Coating
165
0
0
0
165 Square Feet
Element
Number Defect Type
Defect Description
107 Corrosion
(PAR) 50 FEET RUST SCALE ON BOTTOM FLANGE
AND BOTTOM OF WEB, SECTION LOSS IN
BOTTOM FLANGE (THROUGHOUT LENGTH OF
SPAN X FULL FLANGE WIDTH) WITH 0.20 INCH
AVERAGE REMAINING, SECTION LOSS IN WEB AT
BENT 1 (FULL HEIGHT X 2 FEET LONG) AND
THROUGHOUT SPAN (3 INCH HIGH X FULL
LENGTH) WITH 0.19 INCH AVERAGE REMAINING.
✓❑ 107 Corrosion
MODERATE TO HEAVY SURFACE CORROSION IN
TOP FLANGE FOR FULL LENGTH.
in
CS CS Qty Qty t
4 50 50 Feet
`a
Feet

Structure Number: 960221
107 Distortion APPROXIMATELY 1/2 INCH NEGATIVE CAMBER
ACROSS SPAN.
0 515 Effectiveness (Steel 165 SQUARE FEET OF FAILED COATING
Protective Coatings)
2
4
Inspection Date: 10/26/2022
Feet
165 165 Square Feet
General Comments
Span 2 Beam 10
Plate Girder
Element
Total
CS1
CS2
CS3
CS4
Number Element Name
Qty
Qty
Qty
Qty
Qty
107 Steel Open Girder/Beam
50
0
0
0
50 Feet
515 Steel Protective Coating
165
0
0
0
165 Square Feet
Element
Number Defect Type
Defect Description
107 Corrosion
(PAR) 50 FEET OF RUST SCALE ON BOTTOM
FLANGE AND BOTTOM OF WEB WITH CORROSION
HOLE (2 FEET LONG X 2 INCHES HIGH) AT BENT
1, SECTION LOSS IN BOTTOM FLANGE
(THROUGHOUT LENGTH OF SPAN X FULL FLANGE
WIDTH) WITH 0.21 INCH AVERAGE REMAINING,
SECTION LOSS IN WEB AT BENT 1 (FULL HEIGHT
X 2 FEET LONG) AND THROUGHOUT SPAN (3
INCHES HIGH X FULL LENGTH) WITH 0.18 INCH
AVERAGE REMAINING. AT BENT 1, THE BEAM
HAS BUCKELED FOR 4 FEET.
107 Corrosion
MODERATE TO HEAVY SURFACE CORROSION IN
TOP FLANGE FOR FULL LENGTH.
107 Distortion
APPROXIMATELY 1/2 INCH NEGATIVE CAMBER
ACROSS SPAN.
515 Effectiveness (Steel
165 SQUARE FEET OF FAILED COATING
General Comments
Span 2 Wearing Surface
Asphalt Wearing Surface
Element
Number Element Name
510 Wearing Surface
CS CS Qty Qin
ty t
4 50 50 Feet
2
2
4
165
Feet
Feet
165 Square Feet
Total
CS1
CS2
CS3
CS4
Qty
Qty
Qty
Qty
Qty
1,208
208
1,000
0
0 Square Feet
Element Maint
Number Defect Type Defect Description CS CS Qty Qty
0 510 Crack (Wearing AT MULTIPLE LOCATIONS THROUGHOUT, 2 1,000 1,000 Square Feet
Surface) TRANSVERSE CRACKS (UP TO FULL WIDTH X UP
TO 1/32 INCH)
General Comments
Span 2 Left Bridge Rail
Timber Rail
Element Total CS1 CS2 CS3 CS4
Number Element Name Qty Qty Qty Qty Qty
332 Timber Bridge Railing 51 0 1 50 0 Feet
Element Maint
Number Defect Type Defect Description CS CS Qty Qty
332 Abrasion/Wear ABRASION IN CURB RAIL UP TO 3 INCHES WIDE X 3 50 50 Feet
(Timber) 1 INCH DEEP AT ISOLATED LOCATIONS
THROUGHOUT SPAN.

Structure Number: 960221
332 Decay/Section Loss 6 INCHES LONG X 1 1/2 INCH HIGH X 1 INCH DEEP
VOLUME OF SECTION LOSS IN MIDDLE RAIL
BEAM NEAR MIDSPAN.
General Comments
Span 2 Near Bearing 1
Other Bearing
Element
Number Element Name
316 Other Bearings
515 Steel Protective Coating
ivumoer
✓❑ 316 Corrosion SURFACE RUST ON BEARING PLATE.
0 515 Effectiveness (Steel 1 SQUARE FEET OF FAILED COATING
General Comments
Span 2 Far Bearing 1
Other Bearing
Element
Number Element Name
316 Other Bearings
515 Steel Protective Coating
Element
Number Defect Type Defect Description
316 Corrosion SURFACE RUST ON BEARING PLATE.
0 515 Effectiveness (Steel 1 SQUARE FEET OF FAILED COATING
General Comments
Span 2 Near Bearing 2
Other Bearing
Element
Number Element Name
316 Other Bearings
515 Steel Protective Coating
Inspection Date: 10/26/2022
2 1 1 Feet
Total
CS1
CS2
CS3
CS4
Qty
Qty
Qty
Qty
Qty
1
0
1
0
0 Each
1
0
0
0
1 Square Feet
in
CS CS Qty Qty t
2 1 Each
4 1 1 Square Feet
Total
CS1
CS2
CS3
CS4
Qty
Qty
Qty
Qty
Qty
1
0
1
0
0 Each
1
0
0
0
1 Square Feet
in
CS CS Qty Qty t
2 1 Each
4 1 1 Square Feet
Total
CS1
CS2
CS3
CS4
Qty
Qty
Qty
Qty
Qty
1
0
1
0
0 Each
1
0
0
0
1 Square Feet
Element Defect Type Defect Description CS CS Qty Qty
Number Qty
0 316 Corrosion SURFACE RUST ON BEARING PLATE. 2 1 Each
0 515 Effectiveness (Steel 1 SQUARE FEET OF FAILED COATING 4 1 1 Square Feet
Protective Coatings)
General Comments

Structure Number: 960221
Span 2 Far Bearing 2
Other Bearing
Element
Number Element Name
316 Other Bearings
515 Steel Protective Coating
Element
Number Defect Type Defect Description
316 Corrosion SURFACE RUST ON BEARING PLATE.
515 Effectiveness (Steel 1 SQUARE FEET OF FAILED COATING
General Comments
Span 2 Near Bearing 3
Other Bearing
Element
Number Element Name
316 Other Bearings
515 Steel Protective Coating
ivumoer -- -- -- ------..�.._..
316 Corrosion SURFACE RUST ON BEARING PLATE.
7/515 Effectiveness (Steel 1 SQUARE FEET OF FAILED COATING
General Comments
Span 2 Far Bearing 3
Other Bearing
Element
Number Element Name
316 Other Bearings
515 Steel Protective Coating
Inspection Date: 10/26/2022
Total
CS1
CS2
CS3
CS4
Qty
Qty
Qty
Qty
Qty
1
0
1
0
0 Each
1
0
0
0
1 Square Feet
in
CS CS Qty Qty t
2 1 Each
4 1 1 Square Feet
Total
CS1
CS2
CS3
CS4
Qty
Qty
Qty
Qty
Qty
1
0
1
0
0 Each
1
0
0
0
1 Square Feet
in
CS CS Qty Qty t
2 1 Each
4 1 1 Square Feet
Total
CS1
CS2
CS3
CS4
Qty
Qty
Qty
Qty
Qty
1
0
1
0
0 Each
1
0
0
0
1 Square Feet
Element
Maint
Number Defect Type Defect Description
CS
CS Qty
Qty
316 Corrosion SURFACE RUST ON BEARING PLATE.
2
1
Each
515 Effectiveness (Steel 1 SQUARE FEET OF FAILED COATING
4
1
1 Square Feet
Protective Coatings)
General Comments
Span 2 Near Bearing 4
Other Bearing
Element
Total
CS1
CS2
CS3
CS4
Number Element Name
Qty
Qty
Qty
Qty
Qty
316 Other Bearings
1
0
1
0
0
Each
515 Steel Protective Coating
1
0
0
0
1
Square Feet
Element Maint
Number Defect Type Defect Description CS CS Qty Qty
316 Corrosion SURFACE RUST ON BEARING PLATE. 2 1 Each

Structure Number: 960221
515 Effectiveness (Steel 1 SQUARE FEET OF FAILED COATING
Protective Coatings)
General Comments
Span 2 Far Bearing 4
Other Bearing
Element
Number Element Name
316 Other Bearings
515 Steel Protective Coating
Number UVIUUL IYYU vUIUUL UUaU11Nuv11
316 Corrosion SURFACE RUST ON BEARING PLATE.
515 Effectiveness (Steel 1 SQUARE FEET OF FAILED COATING
General Comments
Span 2 Near Bearing 5
Other Bearing
Element
Number Element Name
316 Other Bearings
515 Steel Protective Coating
Element
Number Defect Type Defect Description
0 316 Corrosion SURFACE RUST ON BEARING PLATE.
515 Effectiveness (Steel 1 SQUARE FEET OF FAILED COATING
General Comments
Span 2
Other Bearing
Element
Number
316
515
Element Name
Other Bearings
Steel Protective Coating
Far Bearing 5
Inspection Date: 10/26/2022
4 1 1 Square Feet
Total
CS1
CS2
CS3
CS4
Qty
Qty
Qty
Qty
Qty
1
0
1
0
0 Each
1
0
0
0
1 Square Feet
Maint
CS CS Qty Qty
2 1 Each
4 1 Square Feet
Total
CS1
CS2
CS3
CS4
Qty
Qty
Qty
Qty
Qty
1
0
1
0
0
Each
1
0
0
0
1
Square Feet
in t
CS
CS Qty
Qty
2
1
Each
4
1
1 Square Feet
Total
CS1
CS2
CS3
CS4
Qty
Qty
Qty
Qty
Qty
1
0
1
0
0 Each
1
0
0
0
1 Square Feet
Element Maint
Number Defect Type Defect Description CS CS Qty Qty
0 316 Corrosion SURFACE RUST ON BEARING PLATE. 2 1 Each
✓❑ 515 Effectiveness (Steel 1 SQUARE FEET OF FAILED COATING 4 1 1 Square Feet
Protective Coatings)
General Comments

Structure Number: 960221
Span 2 Near Bearing 6
Other Bearing
Element
Number Element Name
316 Other Bearings
515 Steel Protective Coating
Element
Number Defect Type Defect Description
316 Corrosion SURFACE RUST ON BEARING PLATE.
515 Effectiveness (Steel 1 SQUARE FEET OF FAILED COATING
General Comments
Span 2 Far Bearing 6
Other Bearing
Element
Number Element Name
316 Other Bearings
515 Steel Protective Coating
ivumoer -- -- -- ------..�.._..
316 Corrosion SURFACE RUST ON BEARING PLATE.
7/515 Effectiveness (Steel 1 SQUARE FEET OF FAILED COATING
General Comments
Span 2 Near Bearing 7
Other Bearing
Element
Number Element Name
316 Other Bearings
515 Steel Protective Coating
Inspection Date: 10/26/2022
Total
CS1
CS2
CS3
CS4
Qty
Qty
Qty
Qty
Qty
1
0
1
0
0 Each
1
0
0
0
1 Square Feet
in
CS CS Qty Qty t
2 1 Each
4 1 1 Square Feet
Total
CS1
CS2
CS3
CS4
Qty
Qty
Qty
Qty
Qty
1
0
1
0
0 Each
1
0
0
0
1 Square Feet
in
CS CS Qty Qty t
2 1 Each
4 1 1 Square Feet
Total
CS1
CS2
CS3
CS4
Qty
Qty
Qty
Qty
Qty
1
0
1
0
0 Each
1
0
0
0
1 Square Feet
Element
Maint
Number Defect Type Defect Description
CS
CS Qty
Qty
316 Corrosion SURFACE RUST ON BEARING PLATE.
2
1
Each
515 Effectiveness (Steel 1 SQUARE FEET OF FAILED COATING
4
1
1 Square Feet
Protective Coatings)
General Comments
Span 2 Far Bearing 7
Other Bearing
Element
Total
CS1
CS2
CS3
CS4
Number Element Name
Qty
Qty
Qty
Qty
Qty
316 Other Bearings
1
0
1
0
0
Each
515 Steel Protective Coating
1
0
0
0
1
Square Feet
Element Maint
Number Defect Type Defect Description CS CS Qty Qty
316 Corrosion SURFACE RUST ON BEARING PLATE. 2 1 Each

Structure Number: 960221
515 Effectiveness (Steel 1 SQUARE FEET OF FAILED COATING
Protective Coatings)
General Comments
Span 2 Near Bearing 8
Other Bearing
Element
Number Element Name
316 Other Bearings
515 Steel Protective Coating
Number UVIUUL IYYU vUIUUL UUaU11Nuv11
316 Corrosion SURFACE RUST ON BEARING PLATE.
515 Effectiveness (Steel 1 SQUARE FEET OF FAILED COATING
General Comments
Span 2 Far Bearing 8
Other Bearing
Element
Number Element Name
316 Other Bearings
515 Steel Protective Coating
Element
Number Defect Type Defect Description
0 316 Corrosion SURFACE RUST ON BEARING PLATE.
515 Effectiveness (Steel 1 SQUARE FEET OF FAILED COATING
General Comments
Span 2
Other Bearing
Element
Number
316
515
Element Name
Other Bearings
Steel Protective Coating
Near Bearing 9
Inspection Date: 10/26/2022
4 1 1 Square Feet
Total
CS1
CS2
CS3
CS4
Qty
Qty
Qty
Qty
Qty
1
0
1
0
0 Each
1
0
0
0
1 Square Feet
Maint
CS CS Qty Qty
2 1 Each
4 1 1 Square Feet
Total
CS1
CS2
CS3
CS4
Qty
Qty
Qty
Qty
Qty
1
0
1
0
0
Each
1
0
0
0
1
Square Feet
in t
CS
CS Qty
Qty
2
1
Each
4
1
1 Square Feet
Total
CS1
CS2
CS3
CS4
Qty
Qty
Qty
Qty
Qty
1
0
1
0
0 Each
1
0
0
0
1 Square Feet
Element Maint
Number Defect Type Defect Description CS CS Qty Qty
0 316 Corrosion SURFACE RUST ON BEARING PLATE. 2 1 Each
✓❑ 515 Effectiveness (Steel 1 SQUARE FEET OF FAILED COATING 4 1 1 Square Feet
Protective Coatings)
General Comments

Structure Number: 960221
Span 2 Far Bearing 9
Other Bearing
Element
Number Element Name
316 Other Bearings
515 Steel Protective Coating
Element
Number Defect Type Defect Description
316 Corrosion SURFACE RUST ON BEARING PLATE.
515 Effectiveness (Steel 1 SQUARE FEET OF FAILED COATING
General Comments
Span 2 Near Bearing 10
Other Bearing
Element
Number Element Name
316 Other Bearings
515 Steel Protective Coating
ivumoer -- -- -- ------..�.._..
316 Corrosion SURFACE RUST ON BEARING PLATE.
7/515 Effectiveness (Steel 1 SQUARE FEET OF FAILED COATING
General Comments
Span 2 Far Bearing 10
Other Bearing
Element
Number Element Name
316 Other Bearings
515 Steel Protective Coating
Inspection Date: 10/26/2022
Total
CS1
CS2
CS3
CS4
Qty
Qty
Qty
Qty
Qty
1
0
1
0
0 Each
1
0
0
0
1 Square Feet
in
CS CS Qty Qty t
2 1 Each
4 1 1 Square Feet
Total
CS1
CS2
CS3
CS4
Qty
Qty
Qty
Qty
Qty
1
0
1
0
0 Each
1
0
0
0
1 Square Feet
in
CS CS Qty Qty t
2 1 Each
4 1 1 Square Feet
Total
CS1
CS2
CS3
CS4
Qty
Qty
Qty
Qty
Qty
1
0
1
0
0 Each
1
0
0
0
1 Square Feet
Element
Maint
Number Defect Type Defect Description
CS
CS Qty
Qty
316 Corrosion SURFACE RUST ON BEARING PLATE.
2
1
Each
515 Effectiveness (Steel 1 SQUARE FEET OF FAILED COATING
4
1
1 Square Feet
Protective Coatings)
General Comments
Span 2 Beam 11
Plate Girder
Element
Total
CS1
CS2
CS3
CS4
Number Element Name
Qty
Qty
Qty
Qty
Qty
107 Steel Open Girder/Beam
50
0
0
50
0
Feet
515 Steel Protective Coating
165
0
0
0
165
Square Feet
Element Maint
Number Defect Type Defect Description CS CS Qty Qty

Structure Number: 960221
107 Corrosion
50 FEET OF RUST SCALE ON TOP, BOTTOM
FLANGE, AND 6 INCHES IN WEB WITH 30 FEET AT
MIDPSAN APPEARING TO HAVE SECTION LOSS
BUT COULD NOT ACCESS TO CLEAN AND
MEASURE.
0 515 Effectiveness (Steel
165 SQUARE FEET OF FAILED COATING
General Comments
Span 2 Beam 12
Plate Girder
Element
Number Element Name
107 Steel Open Girder/Beam
515 Steel Protective Coating
Inspection Date: 10/26/2022
3 50 50 Feet
4 165 165 Square Feet
Total
CS1
CS2
CS3
CS4
Qty
Qty
Qty
Qty
Qty
50
0
0
50
0 Feet
165
0
0
0
165 Square Feet
Element
Number Defect Type
Defect Description
0 107 Corrosion
50 FEET OF RUST SCALE ON TOP, BOTTOM
FLANGE, AND 6 INCHES IN WEB WITH 30 FEET AT
MIDPSAN APPEARING TO HAVE SECTION LOSS
BUT COULD NOT ACCESS TO CLEAN AND
MEASURE.
❑ 515 Effectiveness (Steel
165 SQUARE FEET OF FAILED COATING
General Comments
Span 2 Near Bearing 11
Other Bearing
Element
Number Element Name
316 Other Bearings
515 Steel Protective Coating
Element
Number Defect Type Defect Description
0 316 Corrosion SURFACE RUST ON BEARING PLATE.
515 Effectiveness (Steel 1 SQUARE FEET OF FAILED COATING
General Comments
Span 2 Far Bearing 11
Other Bearing
Element
Number Element Name
316 Other Bearings
515 Steel Protective Coating
in
CS CS Qty Qty t
3 50 50 Feet
4 165 165 Square Feet
Total
CS1
CS2
CS3
CS4
Qty
Qty
Qty
Qty
Qty
1
0
1
0
0
Each
1
0
0
0
1
Square Feet
in t
CS
CS Qty
Qty
2
1
Each
4
1
1 Square Feet
Total
CS1
CS2
CS3
CS4
Qty
Qty
Qty
Qty
Qty
1
0
1
0
0 Each
1
0
0
0
1 Square Feet
Element Maint
Number Defect Type Defect Description CS CS Qty Qty
✓❑ 316 Corrosion SURFACE RUST ON BEARING PLATE. 2 1 Each

Structure Number: 960221
515 Oxide Film
Degradation
Color/Texture
Adherence (Steel
Protective Coatings)
General Comments
Span 2
Other Bearing
Element
Number
316
515
Inspection Date: 10/26/2022
1 SQUARE FEET OF FAILED COATING 4 1 1 Square Feet
Near Bearing 12
Total
CS1
CS2
CS3
CS4
Element Name
Qty
Qty
Qty
Qty
Qty
Other Bearings
1
0
1
0
0 Each
Steel Protective Coating
1
0
0
0
1 Square Feet
Number uetect type uetect uescripuon
✓❑ 316 Corrosion SURFACE RUST ON BEARING PLATE.
0 515 Effectiveness (Steel 1 SQUARE FEET OF FAILED COATING
General Comments
Span 2 Far Bearing 12
Other Bearing
Element
Number Element Name
316 Other Bearings
515 Steel Protective Coating
Element
Number Defect Type Defect Description
0 316 Corrosion SURFACE RUST ON BEARING PLATE.
✓❑ 515 Effectiveness (Steel 1 SQUARE FEET OF FAILED COATING
Maint
CS CS Qty Qty
2 1 Each
4 1 1 Square Feet
Total
CS1
CS2
CS3
CS4
Qty
Qty
Qty
Qty
Qty
1
0
1
0
0
Each
1
0
0
0
1
Square Feet
in t
CS
CS Qty
Qty
2
1
Each
4
1
1 Square Feet
General Comments
Span 3 Deck
Timber Deck
Element Total CS1 CS2 CS3 CS4
Number Element Name Qty Qty Qty Qty Qty
31 Timber Deck 505 427 78 0 0 Square Feet
Element Maint
Number Defect Type Defect Description CS CS Qty Qty
31 Check/Shake THROUGHOUT TOPSIDE OF LEFT SHOULDER, 2 24 Square Feet
MULTIPLE CHECKS (UP TO 1/32 INCH)
31 Decay/Section Loss ISOLATED AREAS OF LEAKAGE STAINS ON 2 50 Square Feet
UNDERSIDE OF DECK THROUGHOUT.
31 Split/Delamination TOPSIDE OF LEFT SHOULDER, TWO (2) AREAS OF 2 4 Square Feet
(Timber) CORNER SPLITTING ON EXPOSED PLANKS (UP
TO 2 FEET X UP TO 1 INCH X UP TO 1 INCH DEEP)
General Comments

Structure Number: 960221
Inspection Date: 10/26/2022
Span 3
Beam 1
Plate Girder
Element
Total
CS1 CS2
CS3
CS4
Number
Element Name Qty
Qty Qty
Qty
Qty
107 Steel Open Girder/Beam 21
0 19
2
0 Feet
515 Steel Protective Coating 84
0 84
0
0 Square Feet
Element
Maint
Number Defect Type
Defect Description
CS
CS Qty
Qty
107 Damage
TWO (2) UP TO 6 INCHES X 1 INCH GOUGES IN
3
2
Feet
WEST SIDE OF BOTTOM FLANGE, 4 FEET FROM
END BENT 2.
107 Corrosion
FRECKLED RUST ON BOTTOM FLANGE AND WEB
2
19
Feet
THROUGHOUT SPAN.
515 Effectiveness (Steel
84 SQUARE FEET OF FRECKLED RUST
2
84
84 Square Feet
Protective Coatings)
General Comments
Span 3
Beam 2
Plate Girder
Element
Total
CS1 CS2
CS3
CS4
Number
Element Name Qty
Qty Qty
Qty
Qty
107 Steel Open Girder/Beam 21
0 16
5
0 Feet
515 Steel Protective Coating 84
0 59
25
0 Square Feet
Element
Maint
Number Defect Type
Defect Description
CS
CS Qty
Qty
✓❑ 107 Corrosion
5 FEET X 6 INCHES OF RUST SCALE ON BOTTOM
3
5
5 Feet
FLANGE, TOP FLANGE, AND UP TO 5 INCHES IN
WEB WITH 0.39 INCHES AVERAGE REMAINING IN
BOTTOM FLANGE, 3/8 INCHES AVERAGE
REMAINING IN TOP FLANGE, AND 1/4 INCHES
AVERAGE REMAINING IN WEB, AT BENT 2.
✓❑ 107 Corrosion
FRECKLED RUST ON WEB THROUGHOUT SPAN.
2
16
Feet
✓❑ 515 Effectiveness (Steel
25 SQUARE FEET OF FAILED COATING
3
25
25 Square Feet
Protective Coatings)
✓❑ 515 Effectiveness (Steel
59 SQUARE FEET OF FRECKLED RUST
2
59
59 Square Feet
Protective Coatings)
General Comments
Span 3 Beam 3
Plate Girder
Element
Total
CS1
CS2
CS3
CS4
Number Element Name
Qty
Qty
Qty
Qty
Qty
107 Steel Open Girder/Beam
21
0
15
0
6 Feet
515 Steel Protective Coating
84
0
60
0
24 Square Feet
Element Maint
Number Defect Type Defect Description CS CS Qty Qty
107 Corrosion (PAR) AT BENT 2, 6 FEET X 6 INCHES OF RUST 4 6 6 Feet
SCALE ON BOTTOM FLANGE, TOP FLANGE, AND
UP TO 12 INCHES OF WEB WITH 0.29 INCH
AVERAGE REMAINING IN BOTTOM FLANGE, 1/4
INCH AVERAGE REMAINING IN TOP FLANGE, AND
3/16 INCH AVERAGE REMAINING IN WEB.

Structure Number: 960221
107
Corrosion
2 FEET OF HEAVY CORROSION ON BOTTOM
FLANGE AND BOTTOM 3 IN OF WEB AT END BENT
2, AT BOTTOM FLANGE, KNIFE EDGE (.27 INCH
AVERAGE REMAINING); AT WEB (5/16 INCH
AVERAGE REMAINING)
0 107
Corrosion
FRECKLED RUST ON WEB THROUGHOUT ENTIRE
LENGTH.
515
Effectiveness (Steel
24 SQUARE FEET OF FAILED COATING
Protective Coatings)
515
Effectiveness (Steel
60 SQUARE FEET OF FAILED COATING
Protective Coatings)
General Comments
Span 3 Beam 4
Plate Girder
Element
Number Element Name
107 Steel Open Girder/Beam
515 Steel Protective Coating
Inspection Date: 10/26/2022
2 2 Feet
2 13 Feet
4 24 24 Square Feet
2 60 60 Square Feet
Total
CS1
CS2
CS3
Qty
Qty
Qty
Qty
21
0
12
0
84
0
60
0
Element
Number Defect Type
Defect Description
107 Corrosion
(PAR) AT BENT 2, 6 FEET X 6 INCHES OF RUST
SCALE ON BOTTOM FLANGE, TOP FLANGE, AND
UP TO 12 INCHES OF WEB WITH 0.19 INCH
AVERAGE REMAINING IN BOTTOM FLANGE, 5/16
INCH AVERAGE REMAINING IN TOP FLANGE, AND
3/16 INCH AVERAGE REMAINING IN WEB.
107 Corrosion
(PAR) AT END BENT 2, AREA OF RUST SCALE ON
BOTTOM FLANGE (2.5 FEET X FULL WIDTH) WITH
0.26 INCH AVERAGE REMAINING WITH DOWN TO
KNIFE EDGE AND PERFORATION HOLES, AND ON
UP TO 5 INCHES OF WEB (3/16 INCH AVERAGE
REMAINING).
107 Corrosion
FRECKLED RUST AND AREAS OF SURFACE RUST
ON BOTTOM FLANGE AND WEB THROUGHOUT
ENTIRE LENGTH.
515 Effectiveness (Steel
24 SQUARE FEET OF FAILED COATING
Protective Coatings)
515 Effectiveness (Steel
60 SQUARE FEET OF FRECKLED RUST
Protective Coatings)
CS CS Qty
4 6
CS4
Qty
9 Feet
24 Square Feet
Maint
Qty
6 Feet
4 3 3 Feet
2 12 Feet
4 24
24
Square Feet
2 60
60
Square Feet
General Comments
Span 3 Beam 5
Plate Girder
Element
Total
CS1
CS2
CS3
CS4
Number Element Name
Qty
Qty
Qty
Qty
Qty
107 Steel Open Girder/Beam
21
0
9
0
12 Feet
515 Steel Protective Coating
84
0
48
0
36 Square Feet
Element Defect Type Defect Description CS CS Qty Qty
Number Qty
107 Corrosion (PAR) AT BENT 2, 4 FEET X 6 INCHES OF RUST 4 4 4 Feet
SCALE ON BOTTOM FLANGE, TOP FLANGE, AND
UP TO 12 INCHES OF WEB WITH 0.27 INCH
AVERAGE REMAINING IN BOTTOM FLANGE, 1/4
INCH AVERAGE REMAINING IN TOP FLANGE, AND
3/16 INCH AVERAGE REMAINING IN WEB.

Structure Number: 960221
Inspection Date: 10/26/2022
✓❑ 107
Corrosion
(PAR) AT END BENT 2, 8 FEET X FULL WIDTH
4 8 8 Feet
AREA OF RUST SCALE ON BOTTOM FLANGE, TOP
FLANGE, AND UP TO 7 INCHES OF WEB WITH 0.29
INCH AVERAGE REMAINING IN BOTTOM FLANGE
DOWN TO KNIFE EDGE, 5/16 INCH AVERAGE
REMAINING IN TOP FLANGE, AND 3/16 INCH
AVERAGE REMAINING IN WEB.
0 107
Corrosion
FRECKLED RUST ON WEB THROUGHOUT ENTIRE
2 9 Feet
LENGTH.
❑ 515
Effectiveness (Steel
36 SQUARE FEET OF FAILED COATING
4 36 36 Square Feet
Protective Coatings)
✓❑ 515
Effectiveness (Steel
48 SQUARE FEET OF FRECKLED RUST
2 48 48 Square Feet
Protective Coatings)
General Comments
Span 3 Beam 6
Plate Girder
Element
Total
CS1
CS2
CS3
CS4
Number Element Name
Qty
Qty
Qty
Qty
Qty
107 Steel Open Girder/Beam
21
0
0
0
21 Feet
515 Steel Protective Coating
84
0
0
0
84 Square Feet
Element
Maint
Number
Defect Type
Defect Description
CS CS Qty Qty
107
Corrosion
(PAR) RUST SCALE (FULL LENGTH X FULL WIDTH)
4 21 21 Feet
ON BOTTOM FLANGE, TOP FLANGE, AND UP TO 7
INCHES OF WEB WITH 0.21 INCH AVERAGE
REMAINING IN BOTTOM FLANGE, 5/16 INCH
AVERAGE REMAINING IN TOP FLANGE, AND 1/8
INCH AVERAGE REMAINING IN WEB.
107
Corrosion
RUST SCALE THROUGHOUT ALL SURFACES OF
2 Feet
THE BEAM.
0 515
Effectiveness (Steel
84 SQUARE FEET OF FAILED COATING
4 84 84 Square Feet
Protective Coatings)
General Comments
Span 3 Beam 7
Plate Girder
Element
Total
CS1
CS2
CS3
CS4
Number Element Name
Qty
Qty
Qty
Qty
Qty
107 Steel Open Girder/Beam
21
0
15
0
6 Feet
515 Steel Protective Coating
84
0
66
0
18 Square Feet
Element
Number
Defect Type
Defect Description
CS CS Qty Qty
Qty
❑✓ 107
Corrosion
(PAR) AT BENT 2, 3 FEET OF RUST SCALE ON
4 3 3 Feet
BOTTOM FLANGE, TOP FLANGE, AND UP TO 12
INCHES OF WEB WITH 0.24 INCH AVERAGE
REMAINING IN BOTTOM FLANGE, 1/4 INCH
AVERAGE REMAINING IN TOP FLANGE, AND 3/16
INCH AVERAGE REMAINING IN WEB.
✓❑ 107
Corrosion
(PAR) AT END BENT 2, 3 FEET X FULL WIDTH
4 3 3 Feet
AREA OF RUST SCALE ON BOTTOM FLANGE AND
UP TO 5 INCHES OF WEB WITH 0.27 INCH
AVERAGE REMAINING IN BOTTOM FLANGE DOWN
TO KNIFE EDGE AND 5/16 INCH AVERAGE
REMAINING IN WEB.
✓❑ 107
Corrosion
FRECKLED RUST ON WEB THROUGHOUT ENTIRE
2 15 Feet
LENGTH.

Structure Number: 960221
515 Effectiveness (Steel 18 SQUARE FEET OF FAILED COATING
Protective Coatings)
0 515 Effectiveness (Steel 66 SQUARE FEET OF FRECKLED RUST
Protective Coatings)
4
2
Inspection Date: 10/26/2022
18 18 Square Feet
66 66 Square Feet
General Comments
Span 3 Beam 8
Plate Girder
Element
Total
CS1
CS2
CS3
CS4
Number Element Name
Qty
Qty
Qty
Qty
Qty
107 Steel Open Girder/Beam
21
0
14
0
7 Feet
515 Steel Protective Coating
84
0
63
0
21 Square Feet
Element
Number Defect Type
Defect Description
107 Corrosion
(PAR) AT BENT 2,4 FEET OF RUST SCALE ON
BOTTOM FLANGE AND UP TO 12 INCHES OF WEB
WITH 0.28 INCH AVERAGE REMAINING IN
BOTTOM FLANGE AND 3/16 INCH AVERAGE
REMAINING IN WEB.
❑ 107 Corrosion
(PAR) AT END BENT 2,3 FEET X FULL WIDTH
AREA OF RUST SCALE ON BOTTOM FLANGE AND
UP TO 5 INCHES OF WEB WITH 0.29 INCH
AVERAGE REMAINING IN BOTTOM FLANGE AND
5/16 INCH AVERAGE REMAINING IN WEB.
✓❑ 107 Corrosion
FRECKLED RUST ON WEB THROUGHOUT ENTIRE
LENGTH.
515 Effectiveness (Steel
21 SQUARE FEET OF FAILED COATING
Protective Coatings)
515 Effectiveness (Steel
63 SQUARE FEET OF FRECKLED RUST
CS CS Qty Qin
ty t
4 4 4 Feet
4 3 3 Feet
2 14 Feet
4 21 21 Square Feet
2 63 63 Square Feet
General Comments
Span 3 Beam 9
Plate Girder
Element
Total
CS1
CS2
CS3
CS4
Number Element Name
Qty
Qty
Qty
Qty
Qty
107 Steel Open Girder/Beam
21
0
21
0
0 Feet
515 Steel Protective Coating
84
0
81
0
3 Square Feet
Element
Maint
Number
Defect Type
Defect Description
CS
CS Qty
Qty
107
Corrosion
AT BOTH BEAM ENDS, 1 FOOT OF RUST SCALE
2
2
Feet
ON BOTTOM FLANGE AND BOTTOM 3 INCHES OF
WEB.
107
Corrosion
FRECKLED RUST ON WEB THROUGHOUT ENTIRE
2
19
Feet
LENGTH.
515
Effectiveness (Steel
3 SQUARE FEET OF FAILED COATING
4
3
3 Square Feet
Protective Coatings)
515
Effectiveness (Steel
81 SQUARE FEET OF FRECKLED RUST
2
81
81 Square Feet
Protective Coatings)
General Comments

Structure Number: 960221
Span 3
Plate Girder
Element
Number Element Name
107 Steel Open Girder/Beam
515 Steel Protective Coating
Beam 10
Inspection Date: 10/26/2022
Total
CS1
CS2
CS3
CS4
Qty
Qty
Qty
Qty
Qty
21
0
21
0
0 Feet
84
0
75
0
9 Square Feet
Element
Number
Defect Type
Defect Description
107
Corrosion
END 4 FEET FROM END BENT 2 AT WEST SIDE
TOP FLANGE, PACK RUST (LESS THAN 1/16 INCH
LOSS)
✓❑ 107
Corrosion
FRECKLED RUST ON WEB THROUGHOUT ENTIRE
LENGTH.
✓❑ 515
Effectiveness (Steel
9 SQUARE FEET OF FAILED COATING
Protective Coatings)
✓❑ 515
Effectiveness (Steel
75 SQUARE FEET OF FRECKLED RUST
General Comments
Span 3 Wearing Surface
Asphalt Wearing Surface
Element Total
Number Element Name Qty
510 Wearing Surface 485
Element
Number Defect Type Defect Description
✓❑ 510 Patched Area/Pothole (PAR) OVER END BENT 2, POTHOLE (14 INCHES X
(Wearing Surface) 8 INCHES X 2 INCHES DEEP)
✓❑ 510 Crack (Wearing AT MULTIPLE LOCATIONS THROUGHOUT,
Surface) TRANSVERSE CRACKS (UP TO FULL WIDTH X UP
TO 1/32 INCH)
General Comments
Span 3 Left Bridge Rail
Timber Rail
Element Total
Number Element Name Qty
332 Timber Bridge Railing 21
Element
Number Defect Type Defect Description
332 Decay/Section Loss 4 FEET LONG X 2 INCHES WIDE X 1 1/2 INCHES
DEEP DECAY IN TOP RAIL BEAM NEAR END BENT
2.
332 Split/Delamination ABRASION IN CURB RAIL UP TO 3 INCHES WIDE X
(Timber) 1 INCH DEEP AT ISOLATED LOCATIONS
THROUGHOUT SPAN.
General Comments
in
CS CS Qty Qty t
2 4 Feet
2 17 Feet
4 9 9 Square Feet
2 75 75 Square Feet
CS1
CS2
CS3
CS4
Qty
Qty
Qty
Qty
83
400
2
0 Square Feet
in
CS CS Qty Qty t
3 2 2 Square Feet
2 400 400 Square Feet
CS1
CS2
CS3
CS4
Qty
Qty
Qty
Qty
0
0
21
0 Feet
in
CS CS Qty Qty t
3 4 4 Feet
3 17 21 Feet

Structure Number: 960221
Span 3
Timber Rail
Element
Number Element Name
332 Timber Bridge Railing
Right Bridge Rail
Inspection Date: 10/26/2022
Total
CS1
CS2
CS3
CS4
Qty
Qty
Qty
Qty
Qty
21
0
21
0
0 Feet
0 332 Check/Shake 21 FEET X UP TO 1/2 INCH CHECKS, AT RANDOM
General Comments
Span 3 Near Bearing 1
Other Bearing
Element
Number Element Name
316 Other Bearings
515 Steel Protective Coating
in
CS CS Qty Qty t
2 21 21 Feet
Total
CS1
CS2
CS3
CS4
Qty
Qty
Qty
Qty
Qty
1
1
0
0
0 Each
3
3
0
0
0 Square Feet
Element
Number Defect Type Defect Description
0 316 Corrosion MODERATE CORROSION AT BEAM BOLSTER
BEARING AT BENT 2, REPAIRED AT TIME OF
INSPECTION 10/26/2022
0 515 Effectiveness (Steel 3 SQUARE FEET OF FAILED COATING, REPAIRED
General Comments
Span 3 Near Bearing 2
Other Bearing
Element
Number Element Name
316 Other Bearings
515 Steel Protective Coating
CS CS Qty Qty t
1 Each
1 Square Feet
Total
CS1
CS2
CS3
CS4
Qty
Qty
Qty
Qty
Qty
1
1
0
0
0 Each
3
3
0
0
0 Square Feet
❑ 316 Corrosion MODERATE CORROSION AT BEAM BOLSTER
BEARING AT BENT 2, REPAIRED AT TIME OF
INSPECTION 10/26/2022
❑ 515 Effectiveness (Steel 3 SQUARE FEET OF FAILED COATING, REPAIRED
General Comments
Span 3 Near Bearing 3
Other Bearing
Element
Number Element Name
316 Other Bearings
515 Steel Protective Coating
Maint
CS CS Qty Qty
1 Each
1 Square Feet
Total
CS1
CS2
CS3
CS4
Qty
Qty
Qty
Qty
Qty
1
1
0
0
0 Each
3
3
0
0
0 Square Feet
Element Maint
Number Defect Type Defect Description CS CS Qty Qty

Structure Number: 960221
Inspection Date: 10/26/2022
✓❑ 316 Corrosion
(PAR) 7 INCHES X UP TO 6 INCHES RUST SCALE
1 Each
ON BEAM BOLSTER WITH 2 UP TO 1 INCHES X 1/4
INCHES WEB HOLES AND 1/16 INCHES AVERAGE
REMAINING, UNDER BEAM 3, REPAIRED AT TIME
OF INSPECTION 10/26/2022
0 316 Corrosion
MODERATE CORROSION AT BEAM BOLSTER
1 Each
BEARING AT BENT 2, REPAIRED AT TIME OF
INSPECTION 10/26/2022
0 515 Effectiveness (Steel
3 SQUARE FEET OF FAILED COATING, REPAIRED
1 Square Feet
Protective Coatings)
AT TIME OF INSPECTION 10/26/2022
General Comments
Span 3
Near Bearing 4
Other Bearing
Element
Total
CS1 CS2 CS3 CS4
Number
Element Name Qty
Qty Qty Qty Qty
316 Other Bearings 1
1 0 0 0 Each
515 Steel Protective Coating 3
3 0 0 0 Square Feet
Element
Number Defect Type
Defect Description
CS CS Qty Qty
Qty
❑✓ 316 Corrosion
(PAR) 3 INCHES X UP TO 2 INCHES RUST SCALE
1 Each
ON BEAM BOLSTER WITH 1/8 INCHES AVERAGE
REMAINING, UNDER BEAM 4, REPAIRED AT TIME
OF INSPECTION 10/26/2022
316 Corrosion
MODERATE CORROSION AT BEAM BOLSTER
1 Each
BEARING AT BENT 2, REPAIRED AT TIME OF
INSPECTION 10/26/2022
515 Effectiveness (Steel
3 SQUARE FEET OF FAILED COATING, REPAIRED
1 Square Feet
Protective Coatings)
AT TIME OF INSPECTION 10/26/2022
General Comments
Span 3
Near Bearing 5
Other Bearing
Element
Total
CS1 CS2 CS3 CS4
Number
Element Name Qty
Qty Qty Qty Qty
316 Other Bearings 1
1 0 0 0 Each
515 Steel Protective Coating 3
3 0 0 0 Square Feet
Element
Maint
Number Defect Type
Defect Description
CS CS Qty Qty
316 Corrosion
(PAR) 16 INCHES X UP TO 5 INCHES RUST SCALE
1 Each
ON BEAM BOLSTER WITH 1/8 INCHES AVERAGE
REMAINING, UNDER BEAM 5, REPAIRED AT TIME
OF INSPECTION 10/26/2022
✓❑ 316 Corrosion
MODERATE CORROSION AT BEAM BOLSTER
1 Each
BEARING AT BENT 2, REPAIRED AT TIME OF
INSPECTION 10/26/2022
✓❑ 515 Effectiveness (Steel
3 SQUARE FEET OF FAILED COATING, REPAIRED
1 Square Feet
Protective Coatings)
AT TIME OF INSPECTION 10/26/2022
General Comments

Structure Number: 960221
Span 3
Other Bearing
Element
Number Element Name
316 Other Bearings
515 Steel Protective Coating
Near Bearing 6
Inspection Date: 10/26/2022
Total
CS1
CS2
CS3
CS4
Qty
Qty
Qty
Qty
Qty
1
1
0
0
0 Each
3
3
0
0
0 Square Feet
Element
Number Defect Type Defect Description
❑✓ 316 Corrosion (PAR) 1 FEET X 6 INCHES RUST SCALE ON BEAM
BOLSTER WITH 8 INCHES X 4 INCHES HOLE,
UNDER BEAM 6, REPAIRED AT TIME OF
INSPECTION 10/26/2022
0 515 Effectiveness (Steel 3 SQUARE FEET OF FAILED COATING, REPAIRED
General Comments
Span 3 Near Bearing 7
Other Bearing
Element Total
Number Element Name Qty
316 Other Bearings 1
515 Steel Protective Coating 3
Element
Number Defect Type Defect Description
0 316 Corrosion (PAR) 1 FEET X 6 INCHES RUST SCALE ON BEAM
BOLSTER WITH 8 INCHES X 4 INCHES HOLE,
UNDER BEAM 6, REPAIRED AT TIME OF
INSPECTION 10/26/2022
515 Effectiveness (Steel 3 SQUARE FEET OF FAILED COATING, REPAIRED
General Comments
Span 3
Other Bearing
Element
Number
316
515
Element Name
Other Bearings
Steel Protective Coating
Near Bearing 8
in
CS CS Qty Qty t
1 Each
V
Square Feet
CS1
CS2
CS3
CS4
Qty
Qty
Qty
Qty
1
0
0
0 Each
3
0
0
0 Square Feet
in t
CS
CS Qty
Qty
1
Each
1 Square Feet
Total
CS1
CS2
CS3
CS4
Qty
Qty
Qty
Qty
Qty
1
1
0
0
0 Each
3
3
0
0
0 Square Feet
Element
Maint
Number Defect Type
Defect Description CS CS Qty Qty
316 Corrosion
(PAR) 1 FEET X 6 INCHES RUST SCALE ON BEAM 1 Each
BOLSTER WITH 4 INCHES X 2 INCHES HOLE AND
1/16 INCHES AVERAGE REMAINING, UNDER BEAM
6, REPAIRED AT TIME OF INSPECTION 10/26/2022
✓❑ 515 Effectiveness (Steel
3 SQUARE FEET OF FAILED COATING, REPAIRED 1 Square Feet
Protective Coatings)
AT TIME OF INSPECTION 10/26/2022
General Comments

Structure Number: 960221
Span 3
Other Bearing
Element
Number Element Name
316 Other Bearings
515 Steel Protective Coating
Near Bearing 9
Inspection Date: 10/26/2022
Total
CS1
CS2
CS3
CS4
Qty
Qty
Qty
Qty
Qty
1
1
0
0
0 Each
3
3
0
0
0 Square Feet
Element
Number Defect Type Defect Description
❑✓ 316 Corrosion (PAR) 1 FEET X UP TO 6 INCHES RUST SCALE ON
BEAM BOLSTER WITH 4 UP TO 1/2 INCHES
DIAMETER AND 1/16 INCHES AVERAGE
REMAINING, UNDER BEAM 9, REPAIRED AT TIME
OF INSPECTION 10/26/2022
✓❑ 515 Effectiveness (Steel 3 SQUARE FEET OF FAILED COATING, REPAIRED
General Comments
Span 3 Near Bearing 10
Other Bearing
Element
Number Element Name
316 Other Bearings
515 Steel Protective Coating
Element
Number
Defect Type
316
Corrosion
515
Oxide Film
Degradation
Color/Texture
Adherence (Steel
Protective Coatings)
in
CS CS Qty Qty t
1 Each
1 Square Feet
Total
CS1
CS2
CS3
CS4
Qty
Qty
Qty
Qty
Qty
1
1
0
0
0 Each
3
3
0
0
0 Square Feet
Defect Description
1 FEET RUST SCALE AT BEAM BOLSTER BEARING
AT BENT 2, REPAIRED AT TIME OF INSPECTION
10/26/2022
3 SQUARE FEET OF FAILED COATING, REPAIRED
AT TIME OF INSPECTION 10/26/2022
General Comments
End Bent 1
Timber Abutment
Element
Number Element Name
216 Timber Abutment
Abutment
in
CS CS Qty Qty t
1 Each
u
Square Feet
Total
CS1
CS2
CS3
CS4
Qty
Qty
Qty
Qty
Qty
40
12
0
25
3 Feet
Element
Number Defect Type Defect Description
0 216 Decay/Section Loss (PAR) EAST OF PILE 1, 3 FEET FROM CAP, ROT (3
FEET X 8 INCHES X FULL DEPTH) WITH EXPOSED
FILL AND VEGETATION GROWTH
216 Decay/Section Loss (PAR) 4.5 FEET X 3 INCHES X 3 INCHES DECAY
WITH FILL SPILLING THROUGH, BETWEEN PILES
4AND 5.
✓❑ 216 Settlement (PAR) BACKWALL BULGING 2.5 FEET BELOW CAP,
General Comments
in
CS CS Qty Qty t
4 3 3 Feet
3 5 5 Feet
3 20 20 Feet

Structure Number: 960221
End Bent 1 Cap 1
Timber Pier Cap
Element
Number Element Name
235 Timber Pier Cap
Inspection Date: 10/26/2022
Total
CS1
CS2
CS3
CS4
Qty
Qty
Qty
Qty
Qty
26
0
0
0
26 Feet
0 235 Connection (PAR) ALONG BOTTOM OF CAP, ROTATED
General Comments
End Bent 1 Pile 1
Timber Pile
Element
Number Element Name
228 Timber Pile
in
CS CS Qty Qty t
4 26 26 Feet
Total
CS1
CS2
CS3
CS4
Qty
Qty
Qty
Qty
Qty
1
0
0
0
1 Each
Element
Number Defect Type Defect Description
✓❑ 228 Connection (PAR) AT TOP OF PILE, 60 PERCENT LOSS OF
General Comments
End Bent 1 Pile 2
Timber Pile
Element
Number Element Name
228 Timber Pile
in
CS CS Qty Qty t
4 1 1 Each
Total
CS1
CS2
CS3
CS4
Qty
Qty
Qty
Qty
Qty
1
0
0
0
1 Each
Element
Number Defect Type Defect Description
228 Connection (PAR) AT TOP OF PILE, 60 PERCENT LOSS OF
BEARING, PILE SHIFTED 1.5 INCHES TOWARDS
STREAM (4 DEGREES TILT)
General Comments
End Bent 1 Pile 3
Timber Pile
Element
Number Element Name
228 Timber Pile
in
CS CS Qty Qty t
4 1 1 Each
Total
CS1
CS2
CS3
CS4
Qty
Qty
Qty
Qty
Qty
1
0
0
0
1 Each
Element Maint
Number Defect Type Defect Description CS CS Qty Qty
✓❑ 228 Connection (PAR) AT TOP OF PILE, 50 PERCENT LOSS OF 4 1 1 Each
BEARING, PILE SHIFTED 3 INCHES TOWARDS
STREAM (4 DEGREES TILT)
General Comments
REPAIR SHIM PLATE INSTALLED TO NO EFFECTIVENESS

Structure Number: 960221
End Bent 1 Pile 4
Timber Pile
Element
Number Element Name
228 Timber Pile
Inspection Date: 10/26/2022
Total
CS1
CS2
CS3
CS4
Qty
Qty
Qty
Qty
Qty
1
0
0
0
1 Each
0 228 Connection (PAR) AT TOP OF PILE, 95 PERCENT LOSS OF
General Comments
REPAIR SHIM PLATE INSTALLED TO NO EFFECTIVENESS
End Bent 1 Pile 5
Timber Pile
Element
Number Element Name
228 Timber Pile
in
CS CS Qty Qty t
4 1 1 Each
Total
CS1
CS2
CS3
CS4
Qty
Qty
Qty
Qty
Qty
1
0
0
0
1 Each
Element
Number Defect Type Defect Description
✓❑ 228 Connection (PAR) AT TOP OF PILE, 30 PERCENT LOSS OF
General Comments
Bent 1 Footing
Reinforced Concrete Footing
Element
Number Element Name
220 Reinforced Concrete Pile Cap/Footing
in
CS CS Qty Qty t
4 1 1 Each
Total
CS1
CS2
CS3
CS4
Qty
Qty
Qty
Qty
Qty
31
21
0
10
0 Feet
Element
Number Defect Type Defect Description
✓❑ 220 Abrasion/Wear 10 FEET LONG X 1 FEET HIGH X 5 INCHES DEEP
(PSC/RC) ABRASION DUE TO SCOUR AT WATERLINE,
BELOW PILE 2.
General Comments
End Bent 2 Abutment
Timber Abutment
Element
Number Element Name
216 Timber Abutment
in
CS CS Qty Qty t
3 10 10 Feet
Total
CS1
CS2
CS3
CS4
Qty
Qty
Qty
Qty
Qty
40
20
0
20
0 Feet
Element Maint
Number Defect Type Defect Description CS CS Qty Qty
216 Decay/Section Loss AT TOP OF BACKWALL AT END BENT 2, AREA OF 3 20 Feet
DECAY (12 INCHES X FULL WIDTH X UP TO 1 1/8
INCH DEEP)
General Comments

Structure Number: 960221
End Bent 2 Pile 1
Timber Pile
Element
Number Element Name
228 Timber Pile
Inspection Date: 10/26/2022
Total
CS1
CS2
CS3
CS4
Qty
Qty
Qty
Qty
Qty
1
0
1
0
0 Each
Element
Number Defect Type Defect Description
0 228 Check/Shake AT MULTIPLE LOCATIONS THROUGHOUT,
CHECKS (UP TO 1/4 INCH)
General Comments
End Bent 2 Pile 2
Timber Pile
Element
Number Element Name
228 Timber Pile
in
CS CS Qty Qty t
2 1 Each
Total
CS1
CS2
CS3
CS4
Qty
Qty
Qty
Qty
Qty
1
0
1
0
0 Each
Element
Number Defect Type Defect Description
228 Check/Shake AT MULTIPLE LOCATIONS THROUGHOUT,
CHECKS (UP TO 1/4 INCH)
General Comments
End Bent 2 Pile 3
Timber Pile
Element
Number Element Name
228 Timber Pile
in
CS CS Qty Qty t
2 1 Each
Total
CS1
CS2
CS3
CS4
Qty
Qty
Qty
Qty
Qty
1
0
1
0
0 Each
Element
Number Defect Type
228 Check/Shake
Defect Description
AT MULTIPLE LOCATIONS THROUGHOUT,
CHECKS (UP TO 1/4 INCH)
CS CS Qty
2 1
Maint
Qty
Each
General Comments
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
0 1 0
0 Each
Element Maint
Number Defect Type Defect Description CS CS Qty Qty
228 Check/Shake AT MULTIPLE LOCATIONS THROUGHOUT, 2 1 Each
CHECKS (UP TO 1/4 INCH)
General Comments

Structure Number: 960221
End Bent 2 Pile 5
Timber Pile
Element
Number Element Name
228 Timber Pile
Inspection Date: 10/26/2022
Total
CS1
CS2
CS3
CS4
Qty
Qty
Qty
Qty
Qty
1
0
1
0
0 Each
Element
Number Defect Type Defect Description
0 228 Check/Shake AT MULTIPLE LOCATIONS THROUGHOUT,
CHECKS (UP TO 1/4 INCH)
General Comments
Bent 2 Cap 1
Timber Pier Cap
Element
Number Element Name
235 Timber Pier Cap
in
CS CS Qty Qty t
2 1 Each
Total
CS1
CS2
CS3
CS4
Qty
Qty
Qty
Qty
Qty
26
24
0
2
0 Feet
Element
Number Defect Type Defect Description
✓❑ 235 Decay/Section Loss END 1.5 FEET OF CAP UNDER BEAM 10, CORE
General Comments
Bent 2 Pile 3
Timber Pile
Element
Number Element Name
228 Timber Pile
in
CS CS Qty Qty t
3 2 2 Feet
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
228 Decay/Section Loss 3.5 FEET X UP TO 6 INCHES X 3 INCHES DECAY 1 Each
IN CROSS BRACING, BEGINNING AT BASE OF
PILE 3, REPLACED AT TIME OF INSPECTION
10/26/2022
General Comments

Elements Verfied
Location
Name
Component
Element Name
Amount
Span 1
Deck
Timber Deck
Timber Deck
499
Span 1
Beam 1
Plate Girder
Steel Open Girder/Beam
20
Span 1
Beam 2
Plate Girder
Steel Open Girder/Beam
20
Span 1
Beam 3
Plate Girder
Steel Open Girder/Beam
20
Span 1
Beam 4
Plate Girder
Steel Open Girder/Beam
20
Span 1
Beam 5
Plate Girder
Steel Open Girder/Beam
20
Span 1
Beam 6
Plate Girder
Steel Open Girder/Beam
20
Span 1
Beam 7
Plate Girder
Steel Open Girder/Beam
20
Span 1
Beam 8
Plate Girder
Steel Open Girder/Beam
20
Span 1
Beam 9
Plate Girder
Steel Open Girder/Beam
20
Span 1
Beam 10
Plate Girder
Steel Open Girder/Beam
20
Span 1
Left Bridge Rail
Timber Rail
Timber Bridge Railing
20
Span 1
Right Bridge Rail
Timber Rail
Timber Bridge Railing
20
Span 1
Wearing Surface
Asphalt Wearing Surface
Wearing Surface
479
Span 1
Near Bearing 1
Other Bearing
Other Bearings
1
Span 1
Far Bearing 1
Other Bearing
Other Bearings
1
Span 1
Near Bearing 2
Other Bearing
Other Bearings
1
Span 1
Far Bearing 2
Other Bearing
Other Bearings
1
Span 1
Far Bearing 3
Other Bearing
Other Bearings
1
Span 1
Near Bearing 3
Other Bearing
Other Bearings
1
Span 1
Near Bearing 4
Other Bearing
Other Bearings
1
Span 1
Far Bearing 4
Other Bearing
Other Bearings
1
Span 1
Far Bearing 5
Other Bearing
Other Bearings
1
Span 1
Near Bearing 5
Other Bearing
Other Bearings
1
Span 1
Near Bearing 6
Other Bearing
Other Bearings
1
Span 1
Far Bearing 6
Other Bearing
Other Bearings
1
Span 1
Far Bearing 7
Other Bearing
Other Bearings
1
Span 1
Near Bearing 7
Other Bearing
Other Bearings
1
Span 1
Near Bearing 8
Other Bearing
Other Bearings
1
Span 1
Far Bearing 8
Other Bearing
Other Bearings
1
Span 1
Far Bearing 9
Other Bearing
Other Bearings
1
Span 1
Near Bearing 9
Other Bearing
Other Bearings
1
Span 1
Far Bearing 10
Other Bearing
Other Bearings
1
Span 1
Near Bearing 10
Other Bearing
Other Bearings
1
Span 2
Deck
Timber Deck
Timber Deck
1259
Span 2
Beam 1
Plate Girder
Steel Open Girder/Beam
50
Span 2
Beam 2
Plate Girder
Steel Open Girder/Beam
50
Span 2
Beam 3
Plate Girder
Steel Open Girder/Beam
50
Span 2
Beam 4
Plate Girder
Steel Open Girder/Beam
50
Span 2
Beam 5
Plate Girder
Steel Open Girder/Beam
50
Span 2
Beam 6
Plate Girder
Steel Open Girder/Beam
50
Span 2
Beam 7
Plate Girder
Steel Open Girder/Beam
50
Span 2
Beam 8
Plate Girder
Steel Open Girder/Beam
50
Span 2
Beam 9
Plate Girder
Steel Open Girder/Beam
50
Span 2
Beam 10
Plate Girder
Steel Open Girder/Beam
50

Elements Verfied
Location
Name
Component
Element Name
Amount
Span 2
Beam 11
Plate Girder
Steel Open Girder/Beam
50
Span 2
Beam 12
Plate Girder
Steel Open Girder/Beam
50
Span 2
Left Bridge Rail
Timber Rail
Timber Bridge Railing
51
Span 2
Right Bridge Rail
Timber Rail
Timber Bridge Railing
51
Span 2
Wearing Surface
Asphalt Wearing Surface
Wearing Surface
1208
Span 2
Near Bearing 1
Other Bearing
Other Bearings
1
Span 2
Far Bearing 1
Other Bearing
Other Bearings
1
Span 2
Near Bearing 2
Other Bearing
Other Bearings
1
Span 2
Far Bearing 2
Other Bearing
Other Bearings
1
Span 2
Far Bearing 3
Other Bearing
Other Bearings
1
Span 2
Near Bearing 3
Other Bearing
Other Bearings
1
Span 2
Near Bearing 4
Other Bearing
Other Bearings
1
Span 2
Far Bearing 4
Other Bearing
Other Bearings
1
Span 2
Far Bearing 5
Other Bearing
Other Bearings
1
Span 2
Near Bearing 5
Other Bearing
Other Bearings
1
Span 2
Near Bearing 6
Other Bearing
Other Bearings
1
Span 2
Far Bearing 6
Other Bearing
Other Bearings
1
Span 2
Far Bearing 7
Other Bearing
Other Bearings
1
Span 2
Near Bearing 7
Other Bearing
Other Bearings
1
Span 2
Near Bearing 8
Other Bearing
Other Bearings
1
Span 2
Far Bearing 8
Other Bearing
Other Bearings
1
Span 2
Far Bearing 9
Other Bearing
Other Bearings
1
Span 2
Near Bearing 9
Other Bearing
Other Bearings
1
Span 2
Far Bearing 10
Other Bearing
Other Bearings
1
Span 2
Near Bearing 10
Other Bearing
Other Bearings
1
Span 2
Near Bearing 11
Other Bearing
Other Bearings
1
Span 2
Far Bearing 11
Other Bearing
Other Bearings
1
Span 2
Far Bearing 12
Other Bearing
Other Bearings
1
Span 2
Near Bearing 12
Other Bearing
Other Bearings
1
Span 3
Deck
Timber Deck
Timber Deck
505
Span 3
Beam 1
Plate Girder
Steel Open Girder/Beam
21
Span 3
Beam 2
Plate Girder
Steel Open Girder/Beam
21
Span 3
Beam 3
Plate Girder
Steel Open Girder/Beam
21
Span 3
Beam 4
Plate Girder
Steel Open Girder/Beam
21
Span 3
Beam 5
Plate Girder
Steel Open Girder/Beam
21
Span 3
Beam 6
Plate Girder
Steel Open Girder/Beam
21
Span 3
Beam 7
Plate Girder
Steel Open Girder/Beam
21
Span 3
Beam 8
Plate Girder
Steel Open Girder/Beam
21
Span 3
Beam 9
Plate Girder
Steel Open Girder/Beam
21
Span 3
Beam 10
Plate Girder
Steel Open Girder/Beam
21
Span 3
Left Bridge Rail
Timber Rail
Timber Bridge Railing
21
Span 3
Right Bridge Rail
Timber Rail
Timber Bridge Railing
21
Span 3
Wearing Surface
Asphalt Wearing Surface
Wearing Surface
485
Span 3
Near Bearing 1
Other Bearing
Other Bearings
1
Span 3
Far Bearing 1
Other Bearing
Other Bearings
1

Elements Verfied
Location
Name
Component
Element Name
Amount
Span 3
Near Bearing 2
Other Bearing
Other Bearings
1
Span 3
Far Bearing 2
Other Bearing
Other Bearings
1
Span 3
Far Bearing 3
Other Bearing
Other Bearings
1
Span 3
Near Bearing 3
Other Bearing
Other Bearings
1
Span 3
Near Bearing 4
Other Bearing
Other Bearings
1
Span 3
Far Bearing 4
Other Bearing
Other Bearings
1
Span 3
Far Bearing 5
Other Bearing
Other Bearings
1
Span 3
Near Bearing 5
Other Bearing
Other Bearings
1
Span 3
Near Bearing 6
Other Bearing
Other Bearings
1
Span 3
Far Bearing 6
Other Bearing
Other Bearings
1
Span 3
Far Bearing 7
Other Bearing
Other Bearings
1
Span 3
Near Bearing 7
Other Bearing
Other Bearings
1
Span 3
Near Bearing 8
Other Bearing
Other Bearings
1
Span 3
Far Bearing 8
Other Bearing
Other Bearings
1
Span 3
Far Bearing 9
Other Bearing
Other Bearings
1
Span 3
Near Bearing 9
Other Bearing
Other Bearings
1
Span 3
Far Bearing 10
Other Bearing
Other Bearings
1
Span 3
Near Bearing 10
Other Bearing
Other Bearings
1
Bent 1
Cap 1
Timber Pier Cap
Timber Pier Cap
26
Bent 1
Pile 1
Timber Pile
Timber Pile
1
Bent 1
Pile 2
Timber Pile
Timber Pile
1
Bent 1
Pile 3
Timber Pile
Timber Pile
1
Bent 1
Pile 4
Timber Pile
Timber Pile
1
Bent 1
Pile 5
Timber Pile
Timber Pile
1
Bent 1
Footing
Reinforced Concrete Footing
Reinforced Concrete Pile Cap/Footing
31
End Bent 1
Cap 1
Timber Pier Cap
Timber Pier Cap
26
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
Pile 5
Timber Pile
Timber Pile
1
End Bent 1
Abutment
Timber Abutment
Timber Abutment
40
Bent 2
Cap 1
Timber Pier Cap
Timber Pier Cap
26
Bent 2
Pile 1
Timber Pile
Timber Pile
1
Bent 2
Pile 2
Timber Pile
Timber Pile
1
Bent 2
Pile 3
Timber Pile
Timber Pile
1
Bent 2
Pile 4
Timber Pile
Timber Pile
1
Bent 2
Pile 5
Timber Pile
Timber Pile
1
Bent 2
Footing
Reinforced Concrete Footing
Reinforced Concrete Pile Cap/Footing
31
End Bent 2
Cap 1
Timber Pier Cap
Timber Pier Cap
26
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

Elements Verfied
Location Name Component IElement Name Amount
IEnd Bent 2 (Abutment (Timber Abutment (Timber Abutment 140

General Inspection Notes
Bent 1
Cap 1
BEAM BOLSTER
AT BENT 1 REPLACED WITH TIMBER BEAM
Bent 2
Cap 1
AT MULTIPLE LOCATIONS
THROUGHOUT TOP OF CAP, DEBRIS ACCUMULATION (UP TO 3 INCHES)
Span 1
Far Bearing 9
REPLACED
Span 1
Far Bearing 1
REPLACED
Span 1
Far Bearing 10
REPLACED
Span 1
Far Bearing 2
REPLACED
Span 1
Far Bearing 3
REPLACED
Span 1
Far Bearing 4
REPLACED
Span 1
Far Bearing 5
REPLACED
Span 1
Far Bearing 6
REPLACED
Span 1
Far Bearing 7
REPLACED
Span 1
Far Bearing 8
REPLACED

National Bridge and NC Inspection Items
Structure Number: 960221 Inspection Date: 10/26/2022
National Bridge Inventory Items
Item
Grade Scale
Grade
Item 58: Deck
0 - 9, N
6
Item 59: Superstructure
0-9 , N
4
Item 60: Substructure
0-9 , N
5
Item 61: Channel and Channel Protection
0 - 9 , N
5
Item 62: Culvert
0 - 9 , N
N
Item 71: Waterway Adequacy
0 - 9, N
8
Item 72: Approach Roadway Alignment
0 - 9, N
6
Note: If NBI Inspection Item is not present, code NBI item with "N"
NC SMU Inspection Items
Note:
Items 58,59,60,62 reflect this
inspection only.
For overall NBI coding grade,
see cover sheet.
Item
Grade Scale
Grade
Maint. Qty.
Maint. Code
Deck Debris
G, F, P, or C
F
2263
3376
Drainage System
G, F, P, or C
Utilities
G, F, P, or C
Slope Protection
G, F, P, or C
G
0
3352
Scour
G, F, P, or C
G
Wingwall
G, F, P, or C
F
8
3350
Field Scour Evaluation
L
Drift
G, F, P, or C
F
24
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
P
Superstructure Paint Code
A
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
10
Traffic Control Time
Hours
Snooper Time
Hours
Ladder Used
YES/NO
Y
Bucket Truck Used
YES/NO
N
Boat Used
YES/NO
N
Other Equipment Used
YES/NO
N
Portion of Structure in > 3' of water
YES/NO
N

National Bridge and NC SMU Inspection Item Details
Structure Number: 960221 Inspection Date: 10/26/2022
Item Presently Posted Grade Y
Maint Code
Qty.
0
Details SV: 15 TONS
TTS: 18 TONS
Item Deck Debris Grade F
Maint Code 3376
Qty.
2263
Details ALONG EAST SHOULDER, DEBRIS ACCUMULATION WITH ACTIVE VEGETATION
Item Drift Grade F
Maint Code 3366
Qty.
24
Details AT TOP OF BOTH BENT FOOTINGS, DRIFT/DEBRIS ACCUMULATION
Item Response to live load Grade P
Maint Code
Qty.
0
Details NOTABLE DEFLECTION UNDER LIGHT LOADS
Item Wingwalls Grade F Maint Code 3350 Qty. 8
Details AT SOUTHEAST WINGWALL, AREA OF DECAY (4 FEET X UP TO 2 FEET X 3 INCHES)

Structure: 960221 County: WILKES Date: 10/26/2022 Condition Photos
Deck Debris: ALONG EAST SHOULDER, DEBRIS ACCUMULATION WITH ACTIVE VEGETATION

Structure: 960221 County: WILKES
Date: 10/26/2022 Condition Photos
r
'+�
s
Span 1 Beam 1: (PAR) 5 FEET OF RUST SCALE ON TOP FLANGE, BOTTOM FLANGE, AND UP TO 12 INCH OF
WEB, WITH 0.27 INCH AVERAGE REMAINING ON BOTTOM FLANGE, 1/4 INCH AVERAGE REMAINING IN WEB,
AND 3/8 INCH AVERAGE REMAINING IN TOP FLANGE, AT END BENT 1.

Structure: 960221 County: WILKES Date: 10/26/2022 Condition Photos
Span 1 Beam 2: (PAR) 4 FEET OF RUST SCALE ON TOP FLANGE, BOTTOM FLANGE, AND UP TO 12 INCHES OF
WEB, WITH 0.26 INCH AVERAGE REMAINING ON BOTTOM FLANGE, 1/4 INCH AVERAGE REMAINING IN WEB,
AND 3/8 INCH AVERAGE REMAINING IN TOP FLANGE, AT END BENT 1.

Structure: 960221 County: WILKES
Date: 10/26/2022 Condition Photos
op
'ai� .. T• .s _
a
1
41{ b A.
1 1 ,Xwls
Span 1 Beam 3: (PAR) 5 FEET OF RUST SCALE ON TOP FLANGE, BOTTOM FLANGE, AND UP TO 6 INCHES OF
WEB, WITH 0.27 INCH AVERAGE REMAINING ON BOTTOM FLANGE, 1/4 INCH AVERAGE REMAINING IN WEB,
AND 3/8 INCH AVERAGE REMAINING IN TOP FLANGE, AT END BENT 1.

Structure: 960221 County: WILKES
Date: 10/26/2022 Condition Photos
s
�k
4 R
-;;F -
A
�I
I
Span 1 Beam 3: 4 FEET OF RUST SCALE ON TOP FLANGE, BOTTOM FLANGE, AND UP TO 4 INCHES IN WEB,
WITH 0.35 INCH AVERAGE REMAINING ON BOTTOM FLANGE, 1/4 INCH AVERAGE REMAINING IN WEB, AND 3/8
INCH AVERAGE REMAINING IN TOP FLANGE, AT BENT 1.

Structure: 960221
County: WILKES
Date: 10/26/2022
Condition Photos
End Be
nt 1 Cap 1: (PAR) ALONG BOTTOM OF CAP, ROTATED TOWARDS CHANNEL UP TO 6 DE(
- - i
�r
MIS
I
a
f
3REES
End Bent 1 Abutment: (PAR) BACKWALL BULGING 2.5 FEET BELOW CAP, PUSHING PILES TOWARD CHANNEL

Structure: 960221 County: WILKES
Date: 10/26/2022 Condition Photos
f- FA'
End Bent 1 Abutment: (PAR) EAST OF PILE 1, 3 FEET FROM CAP, ROT (3 FEET X 8 INCHES X FULL DEPTH) WITF
EXPOSED FILL AND VEGETATION GROWTH
End Bent 1 Pile 1: (PAR) AT TOP OF PILE, 60 PERCENT LOSS OF BEARING

Structure: 960221 County: WILKES Date: 10/26/2022 Condition Photos
End Bent 1 Pile 2: (PAR) AT TOP OF PILE, 60 PERCENT LOSS OF BEARING, PILE SHIFTED 1.5 INCHES
TOWARDS STREAM (4 DEGREES TILT)
i
+i
r� 1�
ti
i
■
End Bent 1 Pile 3: (PAR) AT TOP OF PILE, 50 PERCENT LOSS OF BEARING, PILE SHIFTED 3 INCHES TOWARDS
STREAM (4 DEGREES TILT)

Structure: 960221 County: WILKES
Date: 10/26/2022 Condition Photos
End Bent 1 Pile 4: (PAR) AT TOP OF PILE, 95 PERCENT LOSS OF BEARING
End Bent 1 Pile 5: (PAR) AT TOP OF PILE, 30 PERCENT LOSS OF BEARING

Structure: 960221 County: WILKES Date: 10/26/2022 Condition Photos
End Bent 1 Abutment: (PAR) 4.5 FEET X 3 INCHES X 3 INCHES DECAY WITH FILL SPILLING THROUGH,
BETWEEN PILES 4 AND 5.

Structure: 960221
County: WILKES
Date: 10/26/2022
Condition Photos
a
Span 1 Beam 4: (PAR) AT END BENT 1, 10 FEET OF RUST SCALE ON TOP FLANGE, BOTTOM FLANGE, AND UP
TO 6 INCHES IN WEB, WITH 0.18 INCH AVERAGE REMAINING ON BOTTOM FLANGE, 3/16 INCH AVERAGE
REMAINING IN WEB WITH PERFORATION HOLES, AND 3/16 INCH AVERAGE REMAINING IN TOP FLANGE, AT
END BENT 2, 10 FEET OF RUST SCALE ON TOP FLANGE, BOTTOM FLANGE, AND UP TO 6 INCHES IN WEB,
WITH 0.18 INCH AVERAGE REMAINING ON BOTTOM FLANGE, 3/16 INCH AVERAGE REMAINING IN WEB, AND
3/16 INCH AVERAGE REMAINING IN TOP FLANGE.

Structure: 960221 County: WILKES
Date: 10/26/2022 Condition Photos
1V,16 ¢.�`� .:
.
r ,y
t '� • � � i �s `'xi'
f � �
iLzAJ
ILA
4 ) ,y r
Y " _ •
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J
Span 1 Beam 4: (PAR) AT END BENT 1, 10 FEET OF RUST SCALE ON TOP FLANGE, BOTTOM FLANGE, AND UP
TO 6 INCHES IN WEB, WITH 0.18 INCH AVERAGE REMAINING ON BOTTOM FLANGE, 3/16 INCH AVERAGE
REMAINING IN WEB WITH PERFORATION HOLES, AND 3/16 INCH AVERAGE REMAINING IN TOP FLANGE; AT
END BENT 2, 10 FEET OF RUST SCALE ON TOP FLANGE, BOTTOM FLANGE, AND UP TO 6 INCHES IN WEB,
WITH 0.18 INCH AVERAGE REMAINING ON BOTTOM FLANGE, 3/16 INCH AVERAGE REMAINING IN WEB, AND
3/16 INCH AVERAGE REMAINING IN TOP FLANGE.

Structure: 960221 County: WILKES
Date: 10/26/2022 Condition Photos
Span 1 Beam 5: (PAR) 4 FEET OF RUST SCALE ON TOP FLANGE, BOTTOM FLANGE, AND UP TO 6 INCHES ON
WEB, WITH 0.24 INCH AVERAGE REMAINING ON BOTTOM FLANGE, 8 INCHES X 1 INCH HOLE AND 3/16 INCH
AVERAGE REMAINING IN WEB, AND 3/8 INCH AVERAGE REMAINING IN TOP FLANGE, AT END BENT 1.

Structure: 960221 County: WILKES
Date: 10/26/2022 Condition Photos
P
Span 1 Beam 5: (PAR) 4 FEET OF RUST SCALE ON TOP FLANGE, BOTTOM FLANGE, AND UP TO 6 INCHES ON
WEB, WITH 0.24 INCH AVERAGE REMAINING ON BOTTOM FLANGE, 8 INCHES X 1 INCH HOLE AND 3/16 INCH
AVERAGE REMAINING IN WEB, AND 3/8 INCH AVERAGE REMAINING IN TOP FLANGE, AT END BENT 1.

Structure: 960221
County: WILKES
Date: 10/26/2022
Condition Photos
a.
' t -
Ve
- - - +'�y:. - . - ♦ . 'tip-_
Span 1 Beam 5: (PAR) 7 FEET OF RUST SCALE ON TOP FLANGE, BOTTOM FLANGE, AND UP TO 12 INCHES ON
WEB, WITH 0.27 INCH AVERAGE REMAINING ON BOTTOM FLANGE, 1/4 INCH AVERAGE REMAINING IN WEB,
AND 3/8 INCH AVERAGE REMAINING IN TOP FLANGE, AT BENT 1.

Structure: 960221 County: WILKES Date: 10/26/2022 Condition Photos
ni
6 �.
ra r�
Span 1 Beam 6: (PAR) 2 FEET OF RUST SCALE ON TOP FLANGE, BOTTOM FLANGE, AND UP TO 6 INCHES OF
WEB, WITH 0.27 INCH AVERAGE REMAINING ON BOTTOM FLANGE, 1/4 INCH AVERAGE REMAINING IN WEB,
AND 3/8 INCH AVERAGE REMAINING IN TOP FLANGE, AT END BENT 1.

Structure: 960221 County: WILKES Date: 10/26/2022 Condition Photos
Span 1 Beam 6: (PAR) 3 FEET OF RUST SCALE ON TOP FLANGE, BOTTOM FLANGE, AND UP TO 12 INCHES OF
WEB, WITH 0.27 INCH AVERAGE REMAINING ON BOTTOM FLANGE, 1/4 INCH AVERAGE REMAINING IN WEB,
AND 3/8 INCH AVERAGE REMAINING IN TOP FLANGE, AT BENT 1.

Structure: 960221 County: WILKES Date: 10/26/2022 Condition Photos
Span 1 Beam 7: (PAR) HEAVY CORROSION IN WEB AND BOTTOM FLANGE AT BENT 1. AREA OF SECTION
LOSS IN BOTTOM FLANGE (2.583 FEET LONG X 6.25 INCHES WIDE) WITH 0.221 INCH AVERAGE THICKNESS
REMAINING, AREA OF SECTION LOSS IN WEB (2.33 FEET LONG X 4 INCHES HIGH) WITH 0.264 INCHES
AVERAGE THICKNESS REMAINING.

Structure: 960221 County: WILKES Date: 10/26/2022 Condition Photos
AP
z
h +
• + f
i
a
r
+ � R
I
}
WA -
Span 1 Beam 7: (PAR) 20 FEET OF RUST SCALE ON TOP FLANGE, BOTTOM FLANGE, AND UP TO 4 INCHES OF
WEB, WITH 0.30 INCH AVERAGE REMAINING ON BOTTOM FLANGE, 1/4 INCH AVERAGE REMAINING IN WEB,
AND 3/8 INCH AVERAGE REMAINING IN TOP FLANGE.

Structure: 960221 County: WILKES Date: 10/26/2022 Condition Photos
•� 4
R-• � ; * J ��-M1 .may- #y, .. '
Span 1 Beam 8: (PAR) AT END BENT 1, AREA OF RUST SCALE (2 FEET X 6.25 INCHES) ON TOP FLANGE,
BOTTOM FLANGE, AND UP TO 7 INCHES OF WEB, WITH 0.22 INCH AVERAGE REMAINING ON BOTTOM
FLANGE, 1/4 INCH AVERAGE REMAINING IN WEB, AND 3/8 INCH AVERAGE REMAINING IN TOP FLANGE, WITH
AREAS DOWN TO KNIFE EDGE

Structure: 960221
County: WILKES
Date: 10/26/2022
Condition Photos
Ej
Span 1 Beam 8: (PAR) AT END BENT 1, AREA OF RUST SCALE (2 FEET X 6.25 INCHES) ON TOP FLANGE,
BOTTOM FLANGE, AND UP TO 7 INCHES OF WEB, WITH 0.22 INCH AVERAGE REMAINING ON BOTTOM
FLANGE, 1/4 INCH AVERAGE REMAINING IN WEB, AND 3/8 INCH AVERAGE REMAINING IN TOP FLANGE, WITH
AREAS DOWN TO KNIFE EDGE

Structure: 960221 County: WILKES
Date: 10/26/2022 Condition Photos
4r
Span 1 Beam 8: (PAR) AT BENT 1, 3 FEET OF RUST SCALE ON TOP FLANGE, BOTTOM FLANGE, AND UP TO 6
INCHES OF WEB, WITH 0.17 INCH AVERAGE REMAINING ON BOTTOM FLANGE, 1/4 INCH AVERAGE
REMAINING IN WEB, AND 3/8 INCH AVERAGE REMAINING IN TOP FLANGE, WITH MULTIPLE HOLES AT BASE
OF WEB (14 INCHES X 1.5 INCHES LONG)

Structure: 960221 County: WILKES Date: 10/26/2022 Condition Photos
R
Y
_ s
..• J,.#
'. .'`4r
Span 1 Beam 8: (PAR) AT BENT 1, 3 FEET OF RUST SCALE ON TOP FLANGE, BOTTOM FLANGE, AND UP TO 6
INCHES OF WEB, WITH 0.17 INCH AVERAGE REMAINING ON BOTTOM FLANGE, 1/4 INCH AVERAGE
REMAINING IN WEB, AND 3/8 INCH AVERAGE REMAINING IN TOP FLANGE, WITH MULTIPLE HOLES AT BASE
OF WEB (14 INCHES X 1.5 INCHES LONG)

Structure: 960221
County: WILKES
Date: 10/26/2022
Condition Photos
t
Span 1 Beam 10: (PAR) STARTING 4 FEET FROM END BENT 1, DISTORTION ON BOTTOM FLAN
AND ON WEB, WITH TILTED ANCHORAGE ROD AND BEAM END PENETRATES BACK
—
L.-
A -A'i. .rL •J.�4VL.
F
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ram"
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r
-
x M1t��
1/2 INCH)
Span 1 Beam 10: (PAR) STARTING 4 FEET FROM END BENT 1, DISTORTION ON BOTTOM FLANGE (1/2 INCH)
AND ON WEB, WITH TILTED ANCHORAGE ROD AND BEAM END PENETRATES BACKWALL

Structure: 960221 County: WILKES Date: 10/26/2022 Condition Photos
` Fug i,.i ,
Span 1 Beam 10: General Comments: DECK HEADER SPLIT AT TOP NEAR END BENT 1

Structure: 960221 County: WILKES
Date: 10/26/2022 Condition Photos
7-r14,-
h
Span 2 Beam 4: (PAR) 50 FEET RUST SCALE ON BOTTOM FLANGE AND BOTTOM OF WEB, SECTION LOSS ON
BOTTOM FLANGE (THROUGHOUT LENGTH X FULL FLANGE WIDTH) WITH 0.30 INCH AVERAGE REMAINING,
SECTION LOSS ON WEB AT BENT 1 (FULL HEIGHT X 2 FEET LONG) AND THROUGHOUT SPAN (3 INCHES HIGH
X FULL LENGTH) WITH 0.32 INCH AVERAGE REMAINING.

Structure: 960221 County: WILKES Date: 10/26/2022 Condition Photos
Span 2 Beam 5: (PAR) 50 FEET RUST SCALE ON BOTTOM FLANGE AND BOTTOM OF WEB, SECTION LOSS IN
BOTTOM FLANGE (THROUGHOUT LENGTH OF SPAN X FULL FLANGE WIDTH) WITH 0.22 INCH AVERAGE
REMAINING, SECTION LOSS IN WEB AT BENT 1 (FULL HEIGHT X 2 FEET LONG) AND THROUGHOUT SPAN (3
INCHES HIGH X FULL LENGTH) WITH 0.13 INCH AVERAGE REMAINING.

Structure: 960221 County: WILKES
Date: 10/26/2022 Condition Photos
rye`.
J p"
Span 2 Beam 6: (PAR) 50 FEET RUST SCALE ON BOTTOM FLANGE AND BOTTOM OF WEB, SECTION LOSS IN
BOTTOM FLANGE (THROUGHOUT LENGTH OF SPAN X FULL FLANGE WIDTH) WITH 0.30 INCH AVERAGE
REMAINING, SECTION LOSS IN WEB AT BENT 1 (FULL HEIGHT X 2 FEET LONG) AND THROUGHOUT SPAN (3
INCHES HIGH X FULL LENGTH) WITH 0.13 INCH AVERAGE REMAINING.

Structure: 960221 County: WILKES Date: 10/26/2022 Condition Photos
ti
F
Span 2 Beam 7: (PAR) 50 FEET RUST SCALE ON BOTTOM FLANGE AND BOTTOM OF WEB. SECTION LOSS IN
BOTTOM FLANGE (THROUGHOUT LENGTH OF SPAN X FULL FLANGE WIDTH) WITH 0.20 INCH AVERAGE
REMAINING, SECTION LOSS IN WEB AT BENT 1 (FULL HEIGHT X 2 FEET LONG) AND THROUGHOUT SPAN (3
INCHES HIGH X FULL LENGTH) WITH 0.19 INCH AVERAGE REMAINING.

Structure: 960221
County: WILKES
Date: 10/26/2022
Condition Photos
-` lF 1
� . 4
Span 2 Beam 8: (PAR) 50 FEET RUST SCALE ON BOTTOM FLANGE AND BOTTOM OF WEB, SECTION LOSS ON
BOTTOM FLANGE (THROUGHOUT LENGTH OF SPAN X FULL FLANGE WIDTH) WITH 0.26 INCH AVERAGE
REMAINING, SECTION LOSS IN WEB AT BENT 1 (FULL HEIGHT X 2 FEET LONG) AND THROUGHOUT SPAN (3
INCHES HIGH X FULL LENGTH) WITH 0.20 INCH AVERAGE REMAINING.

Structure: 960221 County: WILKES
Date: 10/26/2022 Condition Photos
Span 2 Beam 9: (PAR) 50 FEET RUST SCALE ON BOTTOM FLANGE AND BOTTOM OF WEB, SECTION LOSS IN
BOTTOM FLANGE (THROUGHOUT LENGTH OF SPAN X FULL FLANGE WIDTH) WITH 0.20 INCH AVERAGE
REMAINING, SECTION LOSS IN WEB AT BENT 1 (FULL HEIGHT X 2 FEET LONG) AND THROUGHOUT SPAN (3
INCH HIGH X FULL LENGTH) WITH 0.19 INCH AVERAGE REMAINING.

Structure: 960221 County: WILKES Date: 10/26/2022 Condition Photos
Span 2 Beam 10: (PAR) 50 FEET OF RUST SCALE ON BOTTOM FLANGE AND BOTTOM OF WEB WITH
CORROSION HOLE (2 FEET LONG X 2 INCHES HIGH) AT BENT 1, SECTION LOSS IN BOTTOM FLANGE
(THROUGHOUT LENGTH OF SPAN X FULL FLANGE WIDTH) WITH 0.21 INCH AVERAGE REMAINING, SECTION
LOSS IN WEB AT BENT 1 (FULL HEIGHT X 2 FEET LONG) AND THROUGHOUT SPAN (3 INCHES HIGH X FULL
LENGTH) WITH 0.18 INCH AVERAGE REMAINING.

Structure: 960221 County: WILKES Date: 10/26/2022 Condition Photos
Span 2 Beam 10: (PAR) 50 FEET OF RUST SCALE ON BOTTOM FLANGE AND BOTTOM OF WEB WITH
CORROSION HOLE (2 FEET LONG X 2 INCHES HIGH) AT BENT 1, SECTION LOSS IN BOTTOM FLANGE
(THROUGHOUT LENGTH OF SPAN X FULL FLANGE WIDTH) WITH 0.21 INCH AVERAGE REMAINING, SECTION
LOSS IN WEB AT BENT 1 (FULL HEIGHT X 2 FEET LONG) AND THROUGHOUT SPAN (3 INCHES HIGH X FULL
LENGTH) WITH 0.18 INCH AVERAGE REMAINING.

Structure: 960221 County: WILKES Date: 10/26/2022 Condition Photos
Span 2 Beam 10: (PAR) 50 FEET OF RUST SCALE ON BOTTOM FLANGE AND BOTTOM OF WEB WITH
CORROSION HOLE (2 FEET LONG X 2 INCHES HIGH) AT BENT 1, SECTION LOSS IN BOTTOM FLANGE
(THROUGHOUT LENGTH OF SPAN X FULL FLANGE WIDTH) WITH 0.21 INCH AVERAGE REMAINING, SECTION
LOSS IN WEB AT BENT 1 (FULL HEIGHT X 2 FEET LONG) AND THROUGHOUT SPAN (3 INCHES HIGH X FULL
LENGTH) WITH 0.18 INCH AVERAGE REMAINING.

Structure: 960221 County: WILKES Date: 10/26/2022 Condition Photos
mk\
y k
Span 3 Wearing Surface: (PAR) OVER END BENT 2, POTHOLE (14 INCHES X 8 INCHES X 2 INCHES DEEP)

Structure: 960221 County: WILKES
Date: 10/26/2022 Condition Photos
P y
Span 3 Beam 3: (PAR) AT BENT 2, 6 FEET X 6 INCHES OF RUST SCALE ON BOTTOM FLANGE, TOP FLANGE,
AND UP TO 12 INCHES OF WEB WITH 0.29 INCH AVERAGE REMAINING IN BOTTOM FLANGE, 1/4 INCH
AVERAGE REMAINING IN TOP FLANGE, AND 3/16 INCH AVERAGE REMAINING IN WEB.

Structure: 960221 County: WILKES Date: 10/26/2022 Condition Photos
{
Span 3 Beam 4: (PAR) AT END BENT 2, AREA OF RUST SCALE ON BOTTOM FLANGE (2.5 FEET X FULL WIDTH)
WITH 0.26 INCH AVERAGE REMAINING WITH DOWN TO KNIFE EDGE AND PERFORATION HOLES, AND ON UP
TO 5 INCHES OF WEB (3/16 INCH AVERAGE REMAINING).

Structure: 960221
County: WILKES
Date: 10/26/2022
Condition Photos
la� Elr�t
r
Span 3 Beam 4: (PAR) AT BENT 2, 6 FEET X 6 INCHES OF RUST SCALE ON BOTTOM FLANGE, TOP FLANGE,
AND UP TO 12 INCHES OF WEB WITH 0.19 INCH AVERAGE REMAINING IN BOTTOM FLANGE, 5/16 INCH
AVERAGE REMAINING IN TOP FLANGE, AND 3/16 INCH AVERAGE REMAINING IN WEB.

Structure: 960221 County: WILKES Date: 10/26/2022 Condition Photos
7 a' 4.
•M1 l+
Span 3 Beam 5: (PAR) AT END BENT 2,8 FEET X FULL WIDTH AREA OF RUST SCALE ON BOTTOM FLANGE,
TOP FLANGE, AND UP TO 7 INCHES OF WEB WITH 0.29 INCH AVERAGE REMAINING IN BOTTOM FLANGE
DOWN TO KNIFE EDGE, 5/16 INCH AVERAGE REMAINING IN TOP FLANGE, AND 3/16 INCH AVERAGE
REMAINING IN WEB.

Structure: 960221
County: WILKES
Date: 10/26/2022
Condition Photos
Span 3 Beam 5: (PAR) AT BENT 2, 4 FEET X 6 INCHES OF RUST SCALE ON BOTTOM FLANGE, TOP FLANGE,
AND UP TO 12 INCHES OF WEB WITH 0.27 INCH AVERAGE REMAINING IN BOTTOM FLANGE, 1/4 INCH
AVERAGE REMAINING IN TOP FLANGE, AND 3/16 INCH AVERAGE REMAINING IN WEB.

Structure: 960221 County: WILKES Date: 10/26/2022 Condition Photos
4
Span 3 Beam 6: (PAR) RUST SCALE (FULL LENGTH X FULL WIDTH) ON BOTTOM FLANGE, TOP FLANGE, AND
UP TO 7 INCHES OF WEB WITH 0.21 INCH AVERAGE REMAINING IN BOTTOM FLANGE, 5/16 INCH AVERAGE
REMAINING IN TOP FLANGE, AND 1/8 INCH AVERAGE REMAINING IN WEB.

Structure: 960221 County: WILKES
Date: 10/26/2022 Condition Photos
�j4�' 4'�iRP
• r Y f y�t•�„ ie-i -. - - Y
- - - r• ter,*
is'",:
rt i
f
Span 3 Beam 7: (PAR) AT BENT 2, 3 FEET OF RUST SCALE ON BOTTOM FLANGE, TOP FLANGE, AND UP TO 12
INCHES OF WEB WITH 0.24 INCH AVERAGE REMAINING IN BOTTOM FLANGE, 1/4 INCH AVERAGE REMAINING
IN TOP FLANGE, AND 3/16 INCH AVERAGE REMAINING IN WEB.

Structure: 960221 County: WILKES
Date: 10/26/2022 Condition Photos
willow
-
, `r
Z
r i JJ i{
Span 3 Beam 7: (PAR) AT END BENT 2, 3 FEET X FULL WIDTH AREA OF RUST SCALE ON BOTTOM FLANGE
AND UP TO 5 INCHES OF WEB WITH 0.27 INCH AVERAGE REMAINING IN BOTTOM FLANGE DOWN TO KNIFE
EDGE AND 5/16 INCH AVERAGE REMAINING IN WEB.

Structure: 960221 County: WILKES
Date: 10/26/2022 Condition Photos
0
r
- w
� F
t/ ,
3 -S 0
`7 _, i
h. �,
Span 3 Beam 8: (PAR) AT END BENT 2, 3 FEET X FULL WIDTH AREA OF RUST SCALE ON BOTTOM FLANGE
AND UP TO 5 INCHES OF WEB WITH 0.29 INCH AVERAGE REMAINING IN BOTTOM FLANGE AND 5/16 INCH
AVERAGE REMAINING IN WEB.

Structure: 960221
County: WILKES
Date: 10/26/2022
Condition Photos
Span 3 Beam 8: (PAR) AT BENT 2,4 FEET OF RUST SCALE ON BOTTOM FLANGE AND UP TO 12 INCHES OF
WEB WITH 0.28 INCH AVERAGE REMAINING IN BOTTOM FLANGE AND 3/16 INCH AVERAGE REMAINING IN
WEB.

Structure: 960221 County: WILKES
Date.- 10/26/2022 Condition Photos
"le
k
Drift: AT TOP OF BOTH BENT FOOTINGS, DRIFT/DEBRIS ACCUMULATION
Wingwalls: AT SOUTHEAST WINGWALL, AREA OF DECAY (4 FEET X UP TO 2 FEET X 3 INCHES)

Structure: 960221 County: WILKES
Date: 10/26/2022 Condition Photos
"_w
cam'" ..
F,.
r
t i . T_ v.ti
� .qRL�.' .{ �r..Sf �.Y' YY ��• l M1 t -
Bent 1 Footing: 10 FEET LONG X 1 FEET HIGH X 5 INCHES DEEP ABRASION DUE TO SCOUR AT WATERLINE,
BELOW PILE 2.
'Nr
Bent 2 Pile 3: 3.5 FEET X UP TO 6 INCHES X 3 INCHES DECAY IN CROSS BRACING, BEGINNING AT BASE OF
PILE 3, REPLACED AT TIME OF INSPECTION 10/26/2022

Structure: 960221 County: WILKES
Date: 10/26/2022 Condition Photos
Bent 2 Cap 1: END 1.5 FEET OF CAP UNDER BEAM 10, CORE ROT
Span 3 Beam 1 - Near Bearing 1: MODERATE CORROSION AT BEAM BOLSTER BEARING AT BENT 2, REPAIRED
AT TIME OF INSPECTION 10/26/2022

Structure: 960221 County: WILKES Date: 10/26/2022 Condition Photos
ie�S-. ..J.. r`%iY V4.. .:?L�:.JL.L^it='-'L. `���.��a �:�;i.L.LfF�•� ii
Span 1 Wearing Surface: AT MULTIPLE LOCATIONS THROUGHOUT, TRANSVERSE CRACKS (UP TO FULL WIDTF
X UP TO 1/32 INCH)
Span 2 Deck: TOPSIDE OF LEFT SHOULDER, THREE (3) AREAS OF CORNER SPLITTING ON EXPOSED PLANKS
(UP TO 2 FEET X UP TO 1 INCH X UP TO 1 INCH DEEP)

Structure: 960221 County: WILKES
Date: 10/26/2022 Condition Photos
End Bent 2 Abutment: AT TOP OF BACKWALL AT END BENT 2, AREA OF DECAY (12 INCHES X FULL WIDTH X OF
TO 1 1/8 INCH DEEP)
J'.
µ'.
Span 1 Deck: ALONG TRANSITION TO APPROACH, ELEVATION OF DECK DUE TO ROTATION OF CAP (1 1/4
INCH RISE)

Structure: 960221 County: WILKES Date: 10/26/2022 Condition Photos
Span 1 Left Bridge Rail: INTERMITTENT THROUGHOUT LENGTH, UP TO .75 INCH WIDE X UP TO 1 INCH DEEP
SPLIT IN CURB RAIL AT BENT 1.

Structure: 960221
County: WILKES
Date: 10/26/2022
Condition Photos
s
N
.. ti ■ • a+�
a
Span 3 Beam 3: 2 FEET OF HEAVY CORROSION ON BOTTOM FLANGE AND BOTTOM 3 IN OF WEB AT END
BENT 2, AT BOTTOM FLANGE, KNIFE EDGE (.27 INCH AVERAGE REMAINING); AT WEB (5/16 INCH AVERAGE
REMAINING)

Structure: 960221 County: WILKES
Date: 10/26/2022 Condition Photos
Span 3 Beam 10: (PAR) 3 FEET OF RUST SCALE ON BOTTOM FLANGE, TOP FLANGE, AND UP TO 5 INCHES IN
WEB WITH 0.37 INCHES AVERAGE REMAINING IN BOTTOM FLANGE, 1/4 INCHES AVERAGE REMAINING IN
TOP FLANGE, AND 3/16 INCHES AVERAGE REMAINING IN WEB, AT BENT 2, DID NOT OBSERVE AT TIME OF
INSPECTION 10/26/2022

Stream Bed Soundinqs
(Profile diagram on following sheet)
County WILKES Structure Number: 960221 Sounding Date 10/26/2022
Sounding recorded from: Top of Bridge Rail
Highwater Mark Distance 16.1 Location of Highwater Mark EROSION ON SLOPE
Distance
(Station) ft.
Downstream
Sounding ft.
Upstream
Sounding ft.
Description
0.000
3.100
0.000
FILL FACE
0.250
3.100
0.000
FACE OF BACKWALL
0.260
4.700
0.000
CAP AT BACKWALL
1.250
4.700
0.000
FACE OF CAP
1.260
13.100
9.100
RIP RAP AT CAP
10.000
18.300
0.000
GROUND
19.000
23.800
0.000
WSWE
20.000
24.100
18.100
BENT 1
30.000
24.200
0.000
STREAMBED
40.000
24.700
0.000
STREAMBED
44.000
23.400
0.000
WSWE
59.000
21.000
0.000
GROUND
70.500
17.200
23.900
BENT 2
80.000
9.000
0.000
GROUND
89.490
6.800
12.900
GROUND AT CAP
89.500
4.600
0.000
FACE OF CAP
90.490
4.600
0.000
CAP AT BACKWALL
90.500
3.000
0.000
FACE OF BACKWALL
90.750
3.000
0.000
FILL FACE

Bridqe: 960221 County: WILKES Date: 10/26/2022
STREAMBED PROFILE (Downstream)
Top of Rail = OFT (Sounding)
0 Water Surface ❑ 1112612022 ■ 1111112111 ❑ 12i18/2013 ❑ 111112111 ❑ 112112015 ❑ 1/112113 ❑ 1/2112111
■ 113-009 ❑ 1/19/2007
0
4.5
9
r
LL
13.5
m
18
22.5
I
0 20 40 60 80 100
Distance (FT)

Structure Data Worksheet
Span Profile
County: WILKES Structure Number: 960221
�,11 1 -1 1 I�L� �n ou. i �
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
20.000
18.250
I2
50.500
48.917
I
I3
20.250
18.500
I

Bridge Inspection Field Sketch
Roadway
17.5ft Wide
2 Paved Lanes
Looking North
Left Shoulder
2ft Wide*
2ft Unpaved*
Right Shoulder
4ft Wide*
4ft Unpaved*
Left Guardrail
Right Guardrail
MEASUREMENTS RECORDED 20' SOUTH OF END BENT 1
*REVISED: W. BARKULOO 10/26/22
Title Description
Approach Roadway Approach Roadway
Structure No: 960221 I Drawn By: ADH I Date: 10/25/2022 1 Filename: 5001362000060.wes

Bridge Inspection Field Sketch
S ans 1 and 3 S an 3: Beam 6&8
1 6.25in 1 5in
© OO 2 6.25in © 2 5in
3 12in 3 12in
4 0.45in 4 0.313in*
5 0.45in 5 0.313in*
6 0.37in
-�- � 6 0.25in
*REVISED: W. BARKULOO 10/26/22
Title Description
Typical Section Spans 1 and 3
Structure No: 960221 Drawn By: ADH Date: 10/25/2022 Filename: S001362000061.wes
Beam # Beam Type Width Height Spacing
Deck Width/Out to Out
24.917ft
Between Rails
24.583ft
Measurements for Span #
1
SPAN 3 SIMILAR
Deck Thickness
4in
Left Overhang
0.833ft
Top of Rail to Bottom of Beam (Avg)
4.62ft
Right Overhang
0.833ft
From
1 Plate Girder 6.25in 12in 0.833ft Left Edge of Deck
2 Plate Girder 6.25in 12in 2.583ft Beam 1
3 Plate Girder 6.25in 12in 2.583ft Beam 2
4 Plate Girder 6.25in 12in 2.583ft Beam 3
5 Plate Girder 6.25in 12in 2.583ft Beam 4
6 Plate Girder 6.25in 12in 2.583ft Beam 5
7 Plate Girder 6.25in 12in 2.583ft Beam 6
8 Plate Girder 6.25in 12in 2.583ft Beam 7
9 Plate Girder 6.25in 12in 2.583ft Beam 8
10 Plate Girder 6.25in 12in 2.583ft Beam 9

Bridge Inspection Field Sketch
Deck Width/Out to Out
24.917ft
Between Rails
24.583ft
Clear Roadway
24.083ft
Wearing Surface
0.5in
Median Width
Median Height
Curb Height
Left
9in
Right
9in
Sidewalk Width
Left
Right
Clear Roadway (Rail to Median)
Left
Right
Guardrail Width
Left
6in
Right
6in
Top of Rail to Deck/Wearing Surface
Left
3ft
Right
3ft
Bridge Rail Type
Left
Type 22
Right
Type 22
Measurements for Span #
2
Deck Thickness
4in
Left Overhang
ift
Top of Rail to Bottom of Beam(Avg)
4.833ft*
Right Overhang
ift
Beam #
Beam Type
Width
Height
Spacing
From
1
Plate Girder
7.5in
18in
lft
Left Edge of Deck
2
Plate Girder
7.5in
18in
2.083ft
Beam 1
3
Plate Girder
7.5in
18in
2.083ft
Beam 2
4
Plate Girder
7.5in
18in
2.083ft
Beam 3
5
Plate Girder
7.5in
18in
2.083ft
Beam 4
6
Plate Girder
7.5in
18in
2.083ft
Beam 5
7
Plate Girder
7.5in
18in
2.083ft
Beam 6
8
Plate Girder
7.5in
18in
2.083ft
Beam 7
9
Plate Girder
7.5in
18in
2.083ft
Beam 8
10
Plate Girder
7.5in
18in
2.083ft
Beam 9
11
Plate Girder
7.5in
18in
2.083ft
Beam 10
12
Plate Girder
7.5in
18in
2.083ft
Beam it
S an 2
1 7.5in
2 7.5in
3 18in
4 0.438in
5 0.438in
6 0.375in
*REVISED: W. BARKULOO 10/26/22
Title Description
Typical Section Span 2
Structure No: 960221 Drawn By: ADH Date: 10/25/2022 Filename: S001362000062.wes

Bridge Inspection Field Sketch
Caps
#
Name
Type
Length
Width
Height
Left Beam to End of Cap
Right Beam to End of Ca
1
I Cap 1
Timber Pier Cap
26ft
12in
11.75in
1.583ft
1.5ft
Abutments
#
Name
Type
Length
Height
1
Abutment 1
Timber Abutment
40ft
8ft
Piles
#
Name
Type
Spacing
From
Height/Diam
Width
Length
1
Pile 1
Timber Pile
1.583ft
Left End of Bent
9.75in
9.75in
8ft
2
Pile 2
Timber Pile
5.813ft
Pile 1
9.75in
9.75in
8ft
3
Pile 3
Timber Pile
5.729ft
Pile 2
9.75in
9.75in
8ft
4
Pile 4
Timber Pile
5.729ft
Pile 3
9.75in
9.75in
8ft
5
Pile 5
Timber Pile
5.729ft
Pile 4
9.75in
9.75in
8ft
VERIFIED: W. BARKULOO 10/26/22
Title Description
Typical Bent Abutment 1
Structure No: 960221 Drawn By: ADH Date: 10/25/2022 Filename: 5001362000063.wes

Bridge Inspection Field Sketch
2-3/4" X 9-3/4"
TIMBER CROSS
BRACING
VERIFIED: W. BARKULOO 10/26/22
Title
Typical Bent
Description
Bent 1
Structure No: 960221
Drawn By:
ADH
Date: 10/25/2022
Filename: 5001362000064.wes
Caps
#
Name
T e
Length
Width
Height
Left Beam to End of Ca
Right Beam to End of Ca
1
Cap 1
Timber Pier Cap
26ft
12in
11.75in
1.33ft
1.33

Bridge Inspection Field Sketch
2-3/4" X 9-3/4"
TIMBER CROSS
BRACING
VERIFIED: W. BARKULOO 10/26/22
Title
Typical Bent
Description
Bent 2
Structure No: 960221
Drawn By:
ADH
Date: 10/25/2022
Filename: 5001362000065.wes
Caps
#
Name
T e
Length
Width
Height
Left Beam to End of Ca
Right Beam to End of Ca
1
Cap 1
Timber Pier Cap
26ft
11.75in
12.25in
1.33ft
1.33

Bridge Inspection Field Sketch
(10) - 1 INCH DIAMETER HOLES PER BEAM
SPAN 1 BEAMS 1-4 AND 7
SPAN 1 BEAM 5
M 24in
O (D O cT "c L) O O v C, C, O O
12in from End Bent 1
24in
M �
O O O (TYPICAL) O O O O O O O
18in from End Bent 1
SPAN 3 BEAMS 3, 5, AND 9
24in
O M O O mPICAL) D O O O O O O
12in from End Bent 2
MEASUREMENTS TAKEN: W. BARKULOO 10/26/2022
Title Description
SALVAGE BEAM SKETCH SALVAGE BEAM SKETCH
Structure No: 960221 Drawn By: PLN Date: 10/31/2022 Filename: S001362000066.wes

Structure: 960221 County: WILKES
Dab*: 10/28/2022 Structure Photos
LOOKING NORTH
SOUTH APPROACH

Structure: 960221 County: WILKES
Date: 10/26/2022 Structure Photos
RIGHT BRIDGE RAIL
LOOKING UPSTREAM FROM BRIDGE

Structure: 960221
County: WILKES Date: 10/26/2022 Structure Photos
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LEFT BRIDGE RAIL
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LOOKING DOWNSTREAM FROM BRIDGE

Structure: 960221 County: WILKES Date: 10/26/2022 Structure Photos
TYPICAL WEARING SURFACE
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PROFILE LOOKING WEST

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Structure: 960221 County: WILKES
Date: 10/26/2022 Structure Photos
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LOOKING DOWNSTREAM FROM CHANNEL
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TYPICAL RAIL TO BEAM CONNECTION

Structure: 960221 County: WILKES
Date: 10/26/2022 Structure Photos
TYPICAL SUPERSTRUCTURE FRAMING AND UNDERSIDE OF DECK
TYPICAL BEAM OVER INTERIOR BENT

Structure: 960221
County: WILKES
Date: 10/26/2022
Structure Photos
1'
1.
r�
TYPICAL INTERIOR BEARING
TYPICAL INTERIOR DIAPHRAGM

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Structure: 960221 County: WILKES Date: 10/26/2022 Structure Photos
NORTH APPROACH POSTING SIGN
ASPHALT OVER BENT 1

Structure: 960221
County: WILKES
Date: 10/26/2022
Structure Photos
l
ASPHALT OVER BENT 2
ASPHALT OVER END BENT 2

Structure: 960221 County: WILKES
Date: 10/26/2022 Structure Photos
ASPHALT OVER END BENT 1
Z.
END BENT 2
55� _
L

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MEW-
ik
JMW
Alm

Structure: 960221 County: WILKES Date: 10/26/2022 Structure Photos
END BENT 1
TYPICAL WINGWALL (SOUTHWEST SHOWN)

Structure: 960221 County: WILKES Date: 10/26/2022 Structure Photos
TYPICAL INTERIOR BEARING