300036_Supplemental Element Inspection_4_28_2022 (Resubmitted)_Part1

77° 58' 0.29"34° 52' 4.47"
04/28/2022
4 / 43 / 35 / 5
0.5 MI N JCT SR1918
NC DEPARTMENT OF TRANSPORTATION
DIVISION OF HIGHWAYS
STRUCTURE MANAGEMENT UNIT
ATTENTION: PAR'S ISSUED, HYDRO PLATFORM USED
Structure Safety Report
Supplemental Element Inspection
COUNTY:DUPLIN STRUCTURE NUMBER:300036 FREQUENCY:None
FACILITY CARRIED:NC11 MILE POST:
LOCATION:
FEATURE INTERSECTED:MAXWELL CREEK
LATITUDE:LONGITUDE:
INSPECTED BY
STAN MATTHIAE
ASSISTED BY JASPER BENSONSIGNATURE
NORTH
RC DECK ON I-BEAMSSUPERSTRUCTURE:
ABUTMENTS:RC FULL HEIGHT, INTERIOR BENT:RC POST & WEBSUBSTRUCTURE:
SPANS:
POSTED SV:Not Posted POSTED TTST:Not Posted
INSPECTION DATE:
OTHER SIGNS PRESENT:2 DELINEATORS
FRACTURE CRITICAL TEMPORARY SHORING SCOUR CRITICAL SCOUR PLAN OF ACTION
Sign noticed
issued for
Number
Required
NO WEIGHT LIMIT 0
NO DELINEATORS 0
NO NARROW BRIDGE 0
NO ONE LANE BRIDGE 0
NO LOW CLEARANCE 0
DIRECTION OF
INSPECTION S-N
DIRECTION
MATCHES PLANS
DECK SUPERSTRUCTURE SUBSTRUCTURE CULVERT N / N
2 SPANS. SEE SPAN PROFILE SHEET FOR SPAN DETAILS
GRADES:
DIVISION:3
(Inspector/NBI Coding)
IDENTIFICATION
(1) STATE NAME NORTH CAROLINA 300036BRIDGE
(8) STRUCTURE NUMBER (FEDERAL)
(5) INVENTORY ROUTE (ON/UNDER) ON
(2) STATE HIGHWAY DEPARTMENT DISTRICT
(3) COUNTY CODE (FEDERAL)(4) PLACE CODE
(6) FEATURE INTERSECTED
(7) FACILITY CARRIED
(9) LOCATION
(11) MILEPOINT
(16) LATITUDE (17) LONGITUDE
(98) BORDER BRIDGE STATE CODE PERCENT SHARED
(99) BORDER BRIDGE STRUCTURE NUMBER
STRUCTURE TYPE AND MATERIAL
(43) STRUCTURE TYPE MAIN
(44) STRUCTURE TYPE APPROACH
(45) NUMBER OF SPANS IN MAIN UNIT
(46) NUMBER OF SPANS IN APPROACH
(107) DECK STRUCTURE TYPE
(108)WEARING SURFACE/PROTECTIVE SYSTEM
(A) TYPE OF WEARING SURFACE
(B) TYPE OF MEMBRANE
(C) TYPE OF DECK PROTECTION
AGE AND SERVICE
(27) YEAR BUILT
(106) YEAR RECONSTRUCTED
(42) TYPE OF SERVICE ON -
OFF -
(28) LANES ON STRUCTURE
(29) AVERAGE DAILY TRAFFIC
(30) YEAR OF ADT
(19) BYPASS OR DETOUR LENGTH
GEOMETRIC DATA
(48) LENGTH OF MAXIMUM SPAN
(49) STRUCTURE LENGTH
(50) CURB OR SIDEWALK: LEFT
(51) BRIDGE ROADWAY WIDTH, CURB TO CURB
(52) DECK WIDTH OUT TO OUT
(32) APPROACH ROADWAY WITH (W/ SHOULDERS)
(33) BRIDGE MEDIAN
(10) INVENTORY ROUTE MIN VERT CLEAR
(47) INVENTORY ROUTE TOTAL HORIZ CLEAR
(53) MIN VERT CLEAR OVER BRIDGE RDWY
(54) MIN VERT UNDERCLEAR: REFERENCE
(55) MIN LAT UNDERCLEARANCE RT: REFERENCE
(56) MIN LAT UNDERCLEARANCE LT:
NAVIGATION DATA
(38) NAVIGATION CONTROL -
(111) PIER PROTECTION
(39) NAVIGATION VERTICAL CLEARANCE
(116) VERT - LIFT BRIDGE NAV MIN VERT CLEAR
(40) NAVIGATION HORIZONTAL CLEARANCE
SUFFICIENCY RATING
STATUS =
CLASSIFICATION CODE
(112) NBIS BRIDGE SYSTEM
(104) HIGHWAY SYSTEM
(26) FUNCTIONAL CLASS
(100) STRAHNET HIGHWAY
(101) PARALLEL STRUCTURE
(102) DIRECTION OF TRAFFIC
(103) TEMPORARY STRUCTURE
(110) DESIGNATED NATIONAL NETWORK -
(20) TOLL
(21) MAINT -
(22) OWNER -
(37) HISTORICAL SIGNIFICANCE -
CONDITION CODE
(58) DECK
(59) SUPERSTRUCTURE
(60) SUBSTRUCTURE
(61) CHANNEL & CHANNEL PROTECTION
(62) CULVERTS
LOAD RATING AND POSTING CODE
(31) DESIGN LOAD
(63) OPERATING RATING METHOD -
(64) OPERATING RATING -
(65) INVENTORY RATING METHOD -
(66) INVENTORY RATING
(70) BRIDGE POSTING
(41) STRUCTURE OPEN, POSTED, OR CLOSED
DESCRIPTION
APPRAISAL CODE
(67) STRUCTURAL EVALUATION
(68) DECK GEOMETRY
(69) UNDERCLEARANCES, VERT & HORIZ
(71) WATERWAY ADEQUACY
(72) APPROACH ROADWAY ALIGNMENT
(36) TRAFFIC SAFETY FEATURES
(113) SCOUR CRITICAL BRIDGES
PROPOSED IMPROVEMENTS
(75) TYPE OF WORK
(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
INSPECTION
(90) INSPECTION DATE
(92) CRITICAL FEATURE INSPECTION
A) FRACTURE CRIT DETAIL
B) UNDERWATER INSP
C) OTHER SPECIAL INSP
SCOUR
0610036
31000110
3
61 0
MAXWELL CREEK
NC11
0.5 MI N JCT SR1918
0.0
34° 52' 4.47"77° 58' 0.29"
TYPE CODE
Steel
Stringer/Multi-beam or girder 302
TYPE CODE
2
0
CODE 1
CODE 6
CODE 0
CODE 0
1962
0
Highway
Waterway CODE 15
2 LANES UNDER STRUCTURE 0
2100
(109) TRUCK ADT PCT 72019
3.0
52.0
109.0
1.6 RIGHT 1.6
28.0
33.4
23.0
6CODE
999.9
999.9
0.0
0.0
0.0
CODE 5
CODE
0.0
46.26
Structurally Deficient
YES
Inventory Route not on NHS 0
Rural Major Collector 07
Not a STRAHNET Route 0
0
2-way traffic 2
Inventory Route not on national network for trucks 0
On Free Road 3
01
01
5
5
3
4
5
N
H 20 + Mod 6
Load Factor 1
HS-39 71
1
HS-24 43
No Posting Required 5
Open, no restriction
A
3
N
N
7
8
7
8
CODE
4,200
07/21
(93) CFI DATE
A)
60 B)12/21
C)
N
N
YEAR OF FUTURE ADT 2040
(12) BASE HIGHWAY NETWORK
(13) LRS INVENTORY ROUTE & SUBROUTE
0
(34) SKEW 0000(35) STRUCTURE FLARED0
(91) FREQUENCY 24
NATIONAL BRIDGE INVENTROY ----- STRUCTURE INVENTORY AND APPRAISAL 04/28/2022
Structure Element Scoring
Element
Number Element Name
Total
Quantity
Level 1
Quantity
Level 2
Quantity
Level 3
Quantity
Level 4
Quantity
Parent
Number Location
12 0 Reinforced Concrete Deck Deck 3406 3395 4 7 0
107 0 Steel Open Girder/Beam Beam 636 624 0 0 12
515 107 Steel Protective Coating Beam 4872 4523 0 0 349
210 0 Reinforced Concrete Pier Wall Piles and Columns 30 0 23 7 0
215 0 Reinforced Concrete Abutment Abutments 160 158 0 0 2
220 0 Reinforced Concrete Pile Cap/Footing Footing 130 130 0 0 0
234 0 Reinforced Concrete Pier Cap Caps 30 27 3 0 0
301 0 Pourable Joint Seal Expansion Joints 32 32 0 0 0
311 0 Movable Bearing Bearing Device 12 1 11 0 0
515 311 Steel Protective Coating Bearing Device 12 0 0 0 12
313 0 Fixed Bearing Bearing Device 12 2 4 0 6
515 313 Steel Protective Coating Bearing Device 12 6 0 0 6
331 0 Reinforced Concrete Bridge Railing Bridge Rail 216 213 2 1 0
510 0 Wearing Surface Wearing Surfaces 3038 2070 0 968 0
Structure Number:300036 Inspection Date 4/28/2022
Summary of Maintenance Needs
Maintenance By Defect
MMS
Code Element Name Defect Name Recommended Quantity
3326 Reinforced Concrete Deck Exposed Rebar Square Feet2
3326 Reinforced Concrete Deck Delamination/Spall Square Feet37
3314 Steel Open Girder/Beam Corrosion Feet38
3348 Reinforced Concrete Pier Wall Cracking (RC and Other)Feet2
3348 Reinforced Concrete Pier Wall Delamination/Spall Feet2
3348 Reinforced Concrete Pier Wall Patched Area Feet3
3350 Reinforced Concrete Abutment Patched Area Feet10
3350 Reinforced Concrete Abutment Damage Feet55
3350 Reinforced Concrete Abutment Delamination/Spall Feet46
3350 Reinforced Concrete Abutment Scour Feet4
3334 Movable Bearing Connection Each1
3334 Fixed Bearing Loss of Bearing Area Each14
3334 Fixed Bearing Corrosion Each2
3318 Reinforced Concrete Bridge Railing Delamination/Spall Feet5
3318 Reinforced Concrete Bridge Railing Exposed Rebar Feet1
3318 Reinforced Concrete Bridge Railing Damage Feet220
2816 Wearing Surface Patched Area/Pothole (Wearing Surface)Square Feet112
2816 Wearing Surface Delamination/Spall (Wearing Surfaces)Square Feet28
2816 Wearing Surface Crack (Wearing Surface)Square Feet828
3342 Steel Protective Coating Effectiveness (Steel Protective Coatings)Square Feet373
Structure Number:300036 Inspection Date:04/28/2022
Element Structure Maintenance Quantities
Location
MMS
Code Description
Total
Quantity
Severe
Quantity
Poor
Quantity
Fair
Quantity
Good
Quantity
Maint
Quantity
Abutments 3350 Maintenance of Concrete Wings and Wall 115 158160002
Beam 3314 Maintenance Steel Superstructure Components 38 6246360012
Beam 3342 Clean and Paint Steel 349 4523487200349
Bearing Device 3334 Bridge Bearing 17 3241506
Bearing Device 3342 Clean and Paint Steel 24 6240018
Bridge Rail 3318 Maintenance of Concrete Bridge Rail 226 213216210
Caps 3348 Maintenance of Concrete Substructure 0 2730300
Deck 3326 Maintenance of Concrete Deck 39 33953406470
Expansion Joints 3310 Maintenance of Standard Bridge Expansion Joints 0 3232000
Footing 3348 Maintenance of Concrete Substructure 0 130130000
Piles and Columns 3348 Maintenance of Concrete Substructure 7 0302370
Wearing Surfaces 2816 Asphalt Surface Repair 968 2070303809680
Structure Number:300036 Inspection Date 04/28/2022
Span1
Deck3326 Reinforced Concrete Deck
Priority
Level Defect Type Quantity Defect Description
Delamination/Spall 5 Span 1 Deck: [PAR] BAY 5 NEAR MID SPAN, SPALLING WITH EXPOSED REBAR
[APPROXIMATELY 5' LONG X UP TO 16" WIDE X UP TO 2" DEEP]; NO
MEASURABLE SECTION LOSS, BUT THE REBAR IS DELAMINATED FROM THE
CONCRETE.
?
Beam 13334 Plate Girder
Priority
Level Defect Type Quantity Defect Description
Loss of Bearing Area 1 Span 1 Beam 1 Near Bearing: (PAR) 30% BEARING LOSS DUE TO SPALLING IN
ABUTMENT
?
Corrosion 5 Span 1 Beam 1: (PAR) OVER BENT 1 100% SECTION LOSS IN FLANGES, WEB,
AND STFFENERS 12" LONG X 3" WIDE X 6" VERTICAL
?
Beam 23334 Plate Girder
Priority
Level Defect Type Quantity Defect Description
Loss of Bearing Area 1 Span 1 Beam 2 Near Bearing: (PAR) 30% BEARING LOSS DUE TO SPALLING IN
ABUTMENT
?
Corrosion 3 Span 1 Beam 2: (PAR) OVER BENT 1 100% SECTION LOSS IN FLANGES, WEB,
AND STFFENERS 9" LONG X 4" WIDE X 2.5" VERTICAL
?
Beam 33314 Plate Girder
Priority
Level Defect Type Quantity Defect Description
Corrosion 2 Span 1 Beam 3: (PAR) OVER BENT 1 100% SECTION LOSS IN FLANGES, WEB,
AND STFFENERS 9" LONG X 3" WIDE X 2.5" VERTICAL
?
Beam 43314 Plate Girder
Priority
Level Defect Type Quantity Defect Description
Corrosion 2 Span 1 Beam 4: (PAR) OVER BENT 1 100% SECTION LOSS IN FLANGES, WEB,
AND STFFENERS 9" LONG X 2" WIDE X 3" VERTICAL
?
Beam 53334 Plate Girder
Priority
Level Defect Type Quantity Defect Description
Loss of Bearing Area 1 Span 1 Beam 5 Near Bearing: (PAR) 10% BEARING LOSS DUE TO SPALLING IN
ABUTMENT
?
Corrosion 1 Span 1 Beam 5: (PAR) OVER BENT 1 100% SECTION LOSS IN FLANGES, WEB,
AND STFFENERS 10" LONG X 2" WIDE X 3" VERTICAL
?
Beam 63334 Plate Girder
Priority
Level Defect Type Quantity Defect Description
Priority Actions Request
300036Structure Number
Priority Action Request (PAR)Assigned Routine Maintenance Assigned Priority Maintenance Assigned Critical Find231?
Priority
Level Defect Type Quantity Defect Description
Loss of Bearing Area 3 Span 1 Beam 6 Near Bearing: (PAR) 40% BEARING LOSS DUE TO SPALLING IN
ABUTMENT
?
Corrosion 1 Span 1 Beam 6: (PAR) OVER BENT 1 100% SECTION LOSS IN FLANGES, WEB,
AND STFFENERS 32" LONG X 4" WIDE X 3.5" VERTICAL
?
Span2
Deck3326 Reinforced Concrete Deck
Priority
Level Defect Type Quantity Defect Description
Delamination/Spall 2 Span 2 Deck: (PAR) SPALL BAY 1 MID SPAN 18" DIAMETR X 4" DEEP WITH
EXPOSED REBAR NO SECTION LOSS
?
Beam 13334 Plate Girder
Priority
Level Defect Type Quantity Defect Description
Loss of Bearing Area 2 Span 2 Beam 1 Far Bearing: (PAR) 20% BEARING LOSS DUE TO SPALLING IN
ABUTMENT
?
Corrosion 6 Span 2 Beam 1: (PAR) OVER BENT 1 100% SECTION LOSS IN WEB 8"
DIAMETER WITH 2" HOLE
?
Beam 23314 Plate Girder
Priority
Level Defect Type Quantity Defect Description
Corrosion 2 Span 2 Beam 2: (PAR) OVER BENT 1 100% SECTION LOSS IN FLANGES, WEB,
AND STFFENERS 27" LONG X 4" WIDE X 3" VERTICAL
?
Beam 33314 Plate Girder
Priority
Level Defect Type Quantity Defect Description
Corrosion 3 Span 2 Beam 3: (PAR) OVER BENT 1 100% SECTION LOSS IN FLANGES, WEB,
AND STFFENERS 30" LONG X 5" WIDE X 5" VERTICAL
?
Beam 43314 Plate Girder
Priority
Level Defect Type Quantity Defect Description
Corrosion 2 Span 2 Beam 4: (PAR) OVER BENT 1 100% SECTION LOSS IN FLANGES, WEB,
AND STFFENERS 17" LONG X 5" WIDE X 5" VERTICAL
?
Beam 53314 Plate Girder
Priority
Level Defect Type Quantity Defect Description
Corrosion 2 Span 2 Beam 5: (PAR) OVER BENT 1 100% SECTION LOSS IN FLANGES, WEB,
AND STFFENERS 24" LONG X 5" WIDE X 3" VERTICAL
?
Priority Actions Request
300036Structure Number
Priority Action Request (PAR)Assigned Routine Maintenance Assigned Priority Maintenance Assigned Critical Find231?
Beam 63334 Plate Girder
Priority
Level Defect Type Quantity Defect Description
Loss of Bearing Area 2 Span 2 Beam 6 Far Bearing: (PAR) 30% BEARING LOSS DUE TO SPALLING IN
ABUTMENT
?
Corrosion 5 Span 2 Beam 6: (PAR) OVER BENT 1 100% SECTION LOSS IN FLANGES, WEB,
AND STFFENERS 60" LONG X 5" WIDE X 2" VERTICAL
?
Bent 1
Abutment3350 Reinforced Concrete Abutment
Priority
Level Defect Type Quantity Defect Description
Delamination/Spall 5 End Bent 1 Abutment: (PAR) UNDER BEAM 2 SPALL 34" WIDE X 12" VERTICAL X
4" DEEP 30% BEARING LOSS
?
Delamination/Spall 5 End Bent 1 Abutment: (PAR) UNDER BEAM 1 SPALL 34" WIDE X 20" VERTICAL X
4" DEEP 30% BEARING LOSS
?
Delamination/Spall 4 End Bent 1 Abutment: (PAR) UNDER BEAM 5 SPALL 21" WIDE X 5" VERTICAL X
4" DEEP 10% BEARING LOSS
?
Delamination/Spall 5 End Bent 1 Abutment: (PAR) UNDER BEAM 6 SPALL 34" WIDE X 20" VERTICAL X
5" DEEP 40% BEARING LOSS
?
Delamination/Spall 1 End Bent 1 Abutment: (PAR) UNDER BEAM 3 SPALL 15" WIDE X 2" VERTICAL X
2" DEEP
?
Delamination/Spall 1 End Bent 1 Abutment: (PAR) UNDER BEAM 4 SPALL 34" WIDE X 5" VERTICAL X
2" DEEP 30%
?
Bent 2
Abutment3350 Reinforced Concrete Abutment
Priority
Level Defect Type Quantity Defect Description
Delamination/Spall 6 End Bent 2 Abutment: (PAR) UNDER BEAM 1 SPALL 36" WIDE X 24" VERTICAL X
5" DEEP 20% BEARING LOSS
?
Delamination/Spall 3 End Bent 2 Abutment: (PAR) UNDER BEAM 6 SPALL 36" WIDE X 24" VERTICAL X
4" DEEP 20% BEARING LOSS
?
Delamination/Spall 0 End Bent 2 Abutment: (PAR) UNDER BEAM 2 SPALL 16" WIDE X 2" VERTICAL X
2" DEEP
?
Delamination/Spall 2 End Bent 2 Abutment: (PAR) UNDER BEAM 3 SPALL 12" WIDE X 2" VERTICAL X
2.5" DEEP
?
Delamination/Spall 2 End Bent 2 Abutment: (PAR) UNDER BEAM 4 SPALL 16" WIDE X 2" VERTICAL X
3"
?
Delamination/Spall 2 End Bent 2 Abutment: (PAR) UNDER BEAM 5 SPALL 16" WIDE X 2" VERTICAL X
3" DEEP
?
Priority Actions Request
300036Structure Number
Priority Action Request (PAR)Assigned Routine Maintenance Assigned Priority Maintenance Assigned Critical Find231?
Element Condition and Maintenance Data
Span 1 Deck
Reinforced Concrete Deck
Defect Type Defect Description CS Maint
Qty
Element
Number CS Qty
Element
Number Element Name
Total
Qty
CS1
Qty
CS2
Qty
CS4
Qty
CS3
Qty
12 Reinforced Concrete Deck 1,703 1,694 054 Square Feet
Delamination/Spall [PAR] BAY 5 NEAR MID SPAN, SPALLING WITH EXPOSED
REBAR [APPROXIMATELY 5' LONG X UP TO 16" WIDE X
UP
TO 2" DEEP]; NO MEASURABLE SECTION LOSS, BUT THE
3 512 Square Feet5
Delamination/Spall end bent 1 curtain wall at all beams, spalls (3' x 5" x 2" deep)3 1812 Square Feet
Efflorescence/Rust
Staining
2' TRANSVERSE HAIRLINE CRACK WITH efflorescence ,
UNDERSIDE OF DECK, BAY 5, 4' FROM ABUTMENT 1.
212 Square Feet2
Efflorescence/Rust
Staining
24" DIAGONAL HAIRLINE CRACK WITH EFFLORESCENCE,
UNDERSIDE OF DECK, BAY 5, AT BEAM 6, AT CURTAIN
WALL.
212 Square Feet2
Cracking (RC and
Other)
left and right overhangs, underside and vertical faces,
vertical/transverse cracks (hairline x 18") at 1' to 3' spacing
112 Square Feet50
General Comments
Span 1 Beam 1
Plate Girder
Defect Type Defect Description CS Maint
Qty
Element
Number CS Qty
Element
Number Element Name
Total
Qty
CS1
Qty
CS2
Qty
CS4
Qty
CS3
Qty
107 Steel Open Girder/Beam 53 52 100 Feet
515 Steel Protective Coating 406 374 3200 Square Feet
Corrosion (PAR) OVER BENT 1 100% SECTION LOSS IN FLANGES,
WEB, AND STFFENERS 12" LONG X 3" WIDE X 6"
VERTICAL
4 5107 Feet1
Corrosion 5% SURFACE RUST AT RANDOM THROUGHOUT BEAM.2107 Feet
Corrosion at end bent 2, bottom flange, rust scale (4")2107 Feet
Corrosion DUPLICATE 1107 Feet
Effectiveness (Steel
Protective Coatings)
PROTECTIVE COATING HAS FAILED 4 21515 Square Feet21
Effectiveness (Steel
Protective Coatings)
PROTECTIVE COATING HAS FAILED.4 11515 Square Feet11
General Comments
Span 1 Beam 2
Plate Girder
Defect Type Defect Description CS Maint
Qty
Element
Number CS Qty
Element
Number Element Name
Total
Qty
CS1
Qty
CS2
Qty
CS4
Qty
CS3
Qty
107 Steel Open Girder/Beam 53 52 100 Feet
515 Steel Protective Coating 406 378 2800 Square Feet
Corrosion (PAR) OVER BENT 1 100% SECTION LOSS IN FLANGES,
WEB, AND STFFENERS 9" LONG X 4" WIDE X 2.5"
VERTICAL
4 3107 Feet1
Corrosion 5% SURFACE RUST AT RANDOM THROUGHOUT BEAM.2107 Feet
Structure Number:300036 Inspection Date:04/28/2022
Corrosion at end bent 2, bottom flange, rust scale (4")2107 Feet
Effectiveness (Steel
Protective Coatings)
PROTECTIVE COATING HAS FAILED 4 7515 Square Feet7
Effectiveness (Steel
Protective Coatings)
PROTECTIVE COATING HAS FAILED 4 21515 Square Feet21
General Comments
Span 1 Beam 3
Plate Girder
Defect Type Defect Description CS Maint
Qty
Element
Number CS Qty
Element
Number Element Name
Total
Qty
CS1
Qty
CS2
Qty
CS4
Qty
CS3
Qty
107 Steel Open Girder/Beam 53 52 100 Feet
515 Steel Protective Coating 406 359 4700 Square Feet
Corrosion (PAR) OVER BENT 1 100% SECTION LOSS IN FLANGES,
WEB, AND STFFENERS 9" LONG X 3" WIDE X 2.5"
VERTICAL
4 2107 Feet1
Corrosion 10% SURFACE RUST AT RANDOM THROUGHOUT BEAM.2107 Feet
Corrosion at end bent 2, bottom flange, rust scale (4")2107 Feet
Effectiveness (Steel
Protective Coatings)
PROTECTIVE COATING HAS FAILED 4 42515 Square Feet42
Effectiveness (Steel
Protective Coatings)
PROTECTIVE COATING HAS FAILED.4 5515 Square Feet5
General Comments
Span 1 Beam 4
Plate Girder
Defect Type Defect Description CS Maint
Qty
Element
Number CS Qty
Element
Number Element Name
Total
Qty
CS1
Qty
CS2
Qty
CS4
Qty
CS3
Qty
107 Steel Open Girder/Beam 53 52 100 Feet
515 Steel Protective Coating 406 380 2600 Square Feet
Corrosion (PAR) OVER BENT 1 100% SECTION LOSS IN FLANGES,
WEB, AND STFFENERS 9" LONG X 2" WIDE X 3" VERTICAL
4 2107 Feet1
Corrosion 5% SURFACE RUST AT RANDOM THROUGHOUT BEAM.2107 Feet
Corrosion at end bent 2, bottom flange, rust scale (4")2107 Feet
Effectiveness (Steel
Protective Coatings)
PROTECTIVE COATING HAS FAILED 4 21515 Square Feet21
Effectiveness (Steel
Protective Coatings)
PROTECTIVE COATING HAS FAILED.4 5515 Square Feet5
General Comments
Span 1 Beam 5
Plate Girder
Defect Type Defect Description CS Maint
Qty
Element
Number CS Qty
Element
Number Element Name
Total
Qty
CS1
Qty
CS2
Qty
CS4
Qty
CS3
Qty
107 Steel Open Girder/Beam 53 52 100 Feet
515 Steel Protective Coating 406 382 2400 Square Feet
Structure Number:300036 Inspection Date:04/28/2022
Corrosion (PAR) OVER BENT 1 100% SECTION LOSS IN FLANGES,
WEB, AND STFFENERS 10" LONG X 2" WIDE X 3"
VERTICAL
4 1107 Feet1
Corrosion 5% SURFACE RUST AT RANDOM THROUGHOUT BEAM.2107 Feet
Corrosion at end bent 2, bottom flange, rust scale (4")2107 Feet
Effectiveness (Steel
Protective Coatings)
PROTECTIVE COATING HAS FAILED 4 21515 Square Feet21
Effectiveness (Steel
Protective Coatings)
PROTECTIVE COATING HAS FAILED.4 3515 Square Feet3
General Comments
Span 1 Beam 6
Plate Girder
Defect Type Defect Description CS Maint
Qty
Element
Number CS Qty
Element
Number Element Name
Total
Qty
CS1
Qty
CS2
Qty
CS4
Qty
CS3
Qty
107 Steel Open Girder/Beam 53 52 100 Feet
515 Steel Protective Coating 406 378 2800 Square Feet
Corrosion (PROMPT ACTION REQUEST) at bent 1, corrosion with
section loss: bottom of web (1/8" remaining x 4' x 4" with
holes at bearing up to 1" x 3"); top of web (14" x 7" repair
plate); bottom flange (0.30" average remaining x 2' with a 8"
x 3" hole on right side and a 1" x 4" hole on left side); left
bearing stiffener (3" x 2" hole); at the end of the repair plate
at 13" out in the upper 6" of the web, corrosion with
average 1/16" remaining for 2" long
4 4107 Feet
Corrosion (PAR) OVER BENT 1 100% SECTION LOSS IN FLANGES,
WEB, AND STFFENERS 32" LONG X 4" WIDE X 3.5"
VERTICAL
4 1107 Feet1
Corrosion 5% SURFACE RUST AT RANDOM THROUGHOUT BEAM.2107 Feet
Corrosion at end bent 1, bottom flange, rust scale (4")2107 Feet
Effectiveness (Steel
Protective Coatings)
PROTECTIVE COATING HAS FAILED 4 21515 Square Feet21
Effectiveness (Steel
Protective Coatings)
PROTECTIVE COATING HAS FAILED.4 7515 Square Feet7
General Comments
Span 1 Wearing Surface
Asphalt Wearing Surface
Defect Type Defect Description CS Maint
Qty
Element
Number CS Qty
Element
Number Element Name
Total
Qty
CS1
Qty
CS2
Qty
CS4
Qty
CS3
Qty
510 Wearing Surface 1,519 963 05560 Square Feet
Crack (Wearing
Surface)
28' TRANSVERSE CRACK UP TO 1/2" wide with edge spalls
(up to 3' x 3" x 1" deep) and vegetation, ASPHALT
WEARING SURFACE AT END BENT 1. (OTHER JOINTS
SIM.)
3 28510 Square Feet28
Crack (Wearing
Surface)
throughout asphalt wearing surface, longitudinal cracks
(1/8" x up to full length) at 3' centers, and transverse cracks
(up to 1/16" x 3')
3 500510 Square Feet500
Delamination/Spall
(Wearing Surfaces)
edge spalling (full width x 4" x 3" deep), ASPHALT
WEARING SURFACE OVER BENT 1.
3 28510 Square Feet28
General Comments
Structure Number:300036 Inspection Date:04/28/2022
Span 1 Left Bridge Rail
Concrete Railing
Defect Type Defect Description CS Maint
Qty
Element
Number CS Qty
Element
Number Element Name
Total
Qty
CS1
Qty
CS2
Qty
CS4
Qty
CS3
Qty
331 Reinforced Concrete Bridge Railing 54 53 010 Feet
Delamination/Spall west face of post at bent 1, spall (6" x 4" x 2' deep)3 1331 Feet1
Damage along the length, weathering with exposed aggregate 2 55331 Feet
General Comments
Span 1 Right Bridge Rail
Concrete Railing
Defect Type Defect Description CS Maint
Qty
Element
Number CS Qty
Element
Number Element Name
Total
Qty
CS1
Qty
CS2
Qty
CS4
Qty
CS3
Qty
331 Reinforced Concrete Bridge Railing 54 53 001 Feet
Damage along the length, weathering with exposed aggregate 2 55331 Feet
Exposed Rebar bent 1, spall (2" diameter x 1/2" deep) with exposed rusted
rebar
2 1331 Feet1
General Comments
Span 1 Beam 1 Near Bearing
Fixed Bearing
Defect Type Defect Description CS Maint
Qty
Element
Number CS Qty
Element
Number Element Name
Total
Qty
CS1
Qty
CS2
Qty
CS4
Qty
CS3
Qty
313 Fixed Bearing 1 0 100 Each
515 Steel Protective Coating 1 1 000 Square Feet
Loss of Bearing Area (PAR) 30% BEARING LOSS DUE TO SPALLING IN
ABUTMENT
4 1313 Each1
Corrosion rust scale with section loss (1/8" deep)3 1313 Each
Loss of Bearing Area bearing undermined (2") due to end bent 1 spall [PROMPT
ACTION REQUEST ISSUED FOR END BENT 1]
3 1313 Each
Effectiveness (Steel
Protective Coatings)
PROTECTIVE COATING HAS FAILED.4 1515 Square Feet
General Comments
Span 1 Beam 1 Far Bearing
Movable Bearing
Defect Type Defect Description CS Maint
Qty
Element
Number CS Qty
Element
Number Element Name
Total
Qty
CS1
Qty
CS2
Qty
CS4
Qty
CS3
Qty
311 Movable Bearing 1 0 001 Each
515 Steel Protective Coating 1 0 100 Square Feet
Corrosion BEARING ASSEMBLY HAS RUST SCALE with section loss
(up to 1/16")
2311 Each1
Effectiveness (Steel
Protective Coatings)
PROTECTIVE COATING HAS FAILED.4 1515 Square Feet1
Structure Number:300036 Inspection Date:04/28/2022
General Comments
Span 1 Beam 2 Near Bearing
Fixed Bearing
Defect Type Defect Description CS Maint
Qty
Element
Number CS Qty
Element
Number Element Name
Total
Qty
CS1
Qty
CS2
Qty
CS4
Qty
CS3
Qty
313 Fixed Bearing 1 0 100 Each
515 Steel Protective Coating 1 1 000 Square Feet
Loss of Bearing Area (PAR) 30% BEARING LOSS DUE TO SPALLING IN
ABUTMENT
4 1313 Each1
Loss of Bearing Area bearing undermined (2") due to end bent 1 spall [PROMPT
ACTION REQUEST ISSUED FOR END BENT 1]
3 1313 Each
Corrosion BEARING ASSEMBLY HAS RUST SCALE with section loss
(approximately 1/16" deep)
2313 Each
Effectiveness (Steel
Protective Coatings)
PROTECTIVE COATING HAS FAILED.4 1515 Square Feet
General Comments
Span 1 Beam 2 Far Bearing
Movable Bearing
Defect Type Defect Description CS Maint
Qty
Element
Number CS Qty
Element
Number Element Name
Total
Qty
CS1
Qty
CS2
Qty
CS4
Qty
CS3
Qty
311 Movable Bearing 1 0 001 Each
515 Steel Protective Coating 1 0 100 Square Feet
Corrosion BEARING ASSEMBLY HAS RUST SCALE with section loss
(up to 1/16")
2311 Each1
Effectiveness (Steel
Protective Coatings)
PROTECTIVE COATING HAS FAILED.4 1515 Square Feet1
General Comments
Span 1 Beam 3 Near Bearing
Fixed Bearing
Defect Type Defect Description CS Maint
Qty
Element
Number CS Qty
Element
Number Element Name
Total
Qty
CS1
Qty
CS2
Qty
CS4
Qty
CS3
Qty
313 Fixed Bearing 1 1 000 Each
515 Steel Protective Coating 1 0 100 Square Feet
Corrosion BEARING ASSEMBLY HAS RUST SCALE with pitting (up to
1/16")
2313 Each
Effectiveness (Steel
Protective Coatings)
PROTECTIVE COATING HAS FAILED.4 1515 Square Feet1
General Comments
Structure Number:300036 Inspection Date:04/28/2022
Span 1 Beam 3 Far Bearing
Movable Bearing
Defect Type Defect Description CS Maint
Qty
Element
Number CS Qty
Element
Number Element Name
Total
Qty
CS1
Qty
CS2
Qty
CS4
Qty
CS3
Qty
311 Movable Bearing 1 0 001 Each
515 Steel Protective Coating 1 0 100 Square Feet
Corrosion BEARING ASSEMBLY HAS RUST SCALE with section loss
(up to 1/16")
2311 Each1
Effectiveness (Steel
Protective Coatings)
PROTECTIVE COATING HAS FAILED.4 1515 Square Feet1
General Comments
Span 1 Beam 4 Near Bearing
Fixed Bearing
Defect Type Defect Description CS Maint
Qty
Element
Number CS Qty
Element
Number Element Name
Total
Qty
CS1
Qty
CS2
Qty
CS4
Qty
CS3
Qty
313 Fixed Bearing 1 1 000 Each
515 Steel Protective Coating 1 0 100 Square Feet
Corrosion BEARING ASSEMBLY HAS RUST SCALE with pitting (up to
1/16")
2313 Each
Effectiveness (Steel
Protective Coatings)
PROTECTIVE COATING HAS FAILED.4 1515 Square Feet1
General Comments
Span 1 Beam 4 Far Bearing
Movable Bearing
Defect Type Defect Description CS Maint
Qty
Element
Number CS Qty
Element
Number Element Name
Total
Qty
CS1
Qty
CS2
Qty
CS4
Qty
CS3
Qty
311 Movable Bearing 1 0 001 Each
515 Steel Protective Coating 1 0 100 Square Feet
Corrosion BEARING ASSEMBLY HAS RUST SCALE with section loss
(up to 1/16")
2311 Each1
Effectiveness (Steel
Protective Coatings)
PROTECTIVE COATING HAS FAILED.4 1515 Square Feet1
General Comments
Span 1 Beam 5 Near Bearing
Fixed Bearing
Defect Type Defect Description CS Maint
Qty
Element
Number CS Qty
Element
Number Element Name
Total
Qty
CS1
Qty
CS2
Qty
CS4
Qty
CS3
Qty
313 Fixed Bearing 1 0 100 Each
515 Steel Protective Coating 1 1 000 Square Feet
Loss of Bearing Area (PAR) 10% BEARING LOSS DUE TO SPALLING IN
ABUTMENT
4 1313 Each1
Structure Number:300036 Inspection Date:04/28/2022
Corrosion BEARING ASSEMBLY HAS RUST SCALE with pitting (up to
1/16")
2313 Each
Effectiveness (Steel
Protective Coatings)
PROTECTIVE COATING HAS FAILED.4 1515 Square Feet
General Comments
Span 1 Beam 5 Far Bearing
Movable Bearing
Defect Type Defect Description CS Maint
Qty
Element
Number CS Qty
Element
Number Element Name
Total
Qty
CS1
Qty
CS2
Qty
CS4
Qty
CS3
Qty
311 Movable Bearing 1 0 001 Each
515 Steel Protective Coating 1 0 100 Square Feet
Corrosion BEARING ASSEMBLY HAS RUST SCALE with section loss
(up to 1/16")
2311 Each1
Effectiveness (Steel
Protective Coatings)
PROTECTIVE COATING HAS FAILED.4 1515 Square Feet1
General Comments
Span 1 Beam 6 Near Bearing
Fixed Bearing
Defect Type Defect Description CS Maint
Qty
Element
Number CS Qty
Element
Number Element Name
Total
Qty
CS1
Qty
CS2
Qty
CS4
Qty
CS3
Qty
313 Fixed Bearing 1 0 100 Each
515 Steel Protective Coating 1 1 000 Square Feet
Loss of Bearing Area (PAR) 40% BEARING LOSS DUE TO SPALLING IN
ABUTMENT
4 3313 Each1
Corrosion BEARING ASSEMBLY HAS RUST SCALE with section loss
(5/8" remaining)
3 1313 Each
Loss of Bearing Area bearing undermined (up to 4") due to end bent 1 spall
[PROMPT ACTION REQUEST ISSUED FOR END BENT 1]
3 1313 Each
Effectiveness (Steel
Protective Coatings)
PROTECTIVE COATING HAS FAILED.4 1515 Square Feet
General Comments
Span 1 Beam 6 Far Bearing
Movable Bearing
Defect Type Defect Description CS Maint
Qty
Element
Number CS Qty
Element
Number Element Name
Total
Qty
CS1
Qty
CS2
Qty
CS4
Qty
CS3
Qty
311 Movable Bearing 1 0 001 Each
515 Steel Protective Coating 1 0 100 Square Feet
Corrosion BEARING ASSEMBLY HAS RUST SCALE with section loss
(up to 1/16")
2311 Each1
Effectiveness (Steel
Protective Coatings)
PROTECTIVE COATING HAS FAILED.4 1515 Square Feet1
General Comments
Structure Number:300036 Inspection Date:04/28/2022
Span 2 Deck
Reinforced Concrete Deck
Defect Type Defect Description CS Maint
Qty
Element
Number CS Qty
Element
Number Element Name
Total
Qty
CS1
Qty
CS2
Qty
CS4
Qty
CS3
Qty
12 Reinforced Concrete Deck 1,703 1,701 020 Square Feet
Delamination/Spall (PAR) SPALL BAY 1 MID SPAN 18" DIAMETR X 4" DEEP
WITH EXPOSED REBAR NO SECTION LOSS
3 212 Square Feet2
Delamination/Spall end bent 2 curtain wall at all beams, spalls (16" x 2" x 2" deep)3 1212 Square Feet
Exposed Rebar left end diaphragm at bent 1, spall (12" x 6" x 1.5" deep)
with exposed rusted rebar (section loss, 1/4" remaining)
3 112 Square Feet
Exposed Rebar right end diaphragm at bent 1, spall (12" x 6" x 1.5" deep)
with exposed rusted rebar (section loss, 1/4" remaining)
3 112 Square Feet
Cracking (RC and
Other)
left and right overhangs, underside and vertical faces,
vertical/transverse cracks (hairline x 18") at 1' to 3' spacing
112 Square Feet50
General Comments
Span 2 Beam 1
Plate Girder
Defect Type Defect Description CS Maint
Qty
Element
Number CS Qty
Element
Number Element Name
Total
Qty
CS1
Qty
CS2
Qty
CS4
Qty
CS3
Qty
107 Steel Open Girder/Beam 53 52 100 Feet
515 Steel Protective Coating 406 373 3300 Square Feet
Corrosion (PAR) OVER BENT 1 100% SECTION LOSS IN WEB 8"
DIAMETER WITH 2" HOLE
4 6107 Feet1
Corrosion 5% SURFACE RUST AT RANDOM THROUGHOUT BEAM.2107 Feet
Corrosion DUPLICATE 1107 Feet
Effectiveness (Steel
Protective Coatings)
PROTECTIVE COATING HAS FAILED 4 21515 Square Feet21
Effectiveness (Steel
Protective Coatings)
PROTECTIVE COATING HAS FAILED.4 12515 Square Feet12
General Comments
Span 2 Beam 2
Plate Girder
Defect Type Defect Description CS Maint
Qty
Element
Number CS Qty
Element
Number Element Name
Total
Qty
CS1
Qty
CS2
Qty
CS4
Qty
CS3
Qty
107 Steel Open Girder/Beam 53 52 100 Feet
515 Steel Protective Coating 406 381 2500 Square Feet
Corrosion (PAR) OVER BENT 1 100% SECTION LOSS IN FLANGES,
WEB, AND STFFENERS 27" LONG X 4" WIDE X 3"
VERTICAL
4 2107 Feet1
Corrosion 5% SURFACE RUST AT RANDOM THROUGHOUT BEAM.2107 Feet
Effectiveness (Steel
Protective Coatings)
PROTECTIVE COATING HAS FAILED 4 21515 Square Feet21
Effectiveness (Steel
Protective Coatings)
PROTECTIVE COATING HAS FAILED.4 4515 Square Feet4
General Comments
Structure Number:300036 Inspection Date:04/28/2022
Span 2 Beam 3
Plate Girder
Defect Type Defect Description CS Maint
Qty
Element
Number CS Qty
Element
Number Element Name
Total
Qty
CS1
Qty
CS2
Qty
CS4
Qty
CS3
Qty
107 Steel Open Girder/Beam 53 52 100 Feet
515 Steel Protective Coating 406 381 2500 Square Feet
Corrosion (PAR) OVER BENT 1 100% SECTION LOSS IN FLANGES,
WEB, AND STFFENERS 30" LONG X 5" WIDE X 5"
VERTICAL
4 3107 Feet1
Corrosion 5% SURFACE RUST AT RANDOM THROUGHOUT BEAM.2107 Feet
Effectiveness (Steel
Protective Coatings)
PROTECTIVE COATING HAS FAILED 4 21515 Square Feet21
Effectiveness (Steel
Protective Coatings)
PROTECTIVE COATING HAS FAILED.4 4515 Square Feet4
General Comments
Span 2 Beam 4
Plate Girder
Defect Type Defect Description CS Maint
Qty
Element
Number CS Qty
Element
Number Element Name
Total
Qty
CS1
Qty
CS2
Qty
CS4
Qty
CS3
Qty
107 Steel Open Girder/Beam 53 52 100 Feet
515 Steel Protective Coating 406 381 2500 Square Feet
Corrosion (PAR) OVER BENT 1 100% SECTION LOSS IN FLANGES,
WEB, AND STFFENERS 17" LONG X 5" WIDE X 5"
VERTICAL
4 2107 Feet1
Corrosion 5% SURFACE RUST AT RANDOM THROUGHOUT BEAM.2107 Feet
Effectiveness (Steel
Protective Coatings)
PROTECTIVE COATING HAS FAILED 4 21515 Square Feet21
Effectiveness (Steel
Protective Coatings)
PROTECTIVE COATING HAS FAILED.4 4515 Square Feet4
General Comments
Span 2 Beam 5
Plate Girder
Defect Type Defect Description CS Maint
Qty
Element
Number CS Qty
Element
Number Element Name
Total
Qty
CS1
Qty
CS2
Qty
CS4
Qty
CS3
Qty
107 Steel Open Girder/Beam 53 52 100 Feet
515 Steel Protective Coating 406 381 2500 Square Feet
Corrosion (PAR) OVER BENT 1 100% SECTION LOSS IN FLANGES,
WEB, AND STFFENERS 24" LONG X 5" WIDE X 3"
VERTICAL
4 2107 Feet1
Corrosion 5% SURFACE RUST AT RANDOM THROUGHOUT BEAM.2107 Feet
Effectiveness (Steel
Protective Coatings)
PROTECTIVE COATING HAS FAILED 4 21515 Square Feet21
Effectiveness (Steel
Protective Coatings)
PROTECTIVE COATING HAS FAILED.4 4515 Square Feet4
General Comments
Structure Number:300036 Inspection Date:04/28/2022
Span 2 Beam 6
Plate Girder
Defect Type Defect Description CS Maint
Qty
Element
Number CS Qty
Element
Number Element Name
Total
Qty
CS1
Qty
CS2
Qty
CS4
Qty
CS3
Qty
107 Steel Open Girder/Beam 53 52 100 Feet
515 Steel Protective Coating 406 375 3100 Square Feet
Corrosion (PAR) OVER BENT 1 100% SECTION LOSS IN FLANGES,
WEB, AND STFFENERS 60" LONG X 5" WIDE X 2"
VERTICAL
4 5107 Feet1
Corrosion 5% SURFACE RUST AT RANDOM THROUGHOUT BEAM.2107 Feet
Effectiveness (Steel
Protective Coatings)
PROTECTIVE COATING HAS FAILED 4 21515 Square Feet21
Effectiveness (Steel
Protective Coatings)
PROTECTIVE COATING HAS FAILED.4 10515 Square Feet10
General Comments
Span 2 Wearing Surface
Asphalt Wearing Surface
Defect Type Defect Description CS Maint
Qty
Element
Number CS Qty
Element
Number Element Name
Total
Qty
CS1
Qty
CS2
Qty
CS4
Qty
CS3
Qty
510 Wearing Surface 1,519 1,107 04120 Square Feet
Crack (Wearing
Surface)
throughout asphalt wearing surface, longitudinal cracks
(1/8" x up to full length) at 3' centers, and transverse cracks
(up to 1/16" x 3')
3 300510 Square Feet300
Patched Area/Pothole
(Wearing Surface)
4' X 28' ASPHALT PATCHED AREA with edge spall (up to
2"wide x 1" deep) and depressed area in right shoulder (1'
diameter x 1.5" deep) OVER END BENT 2.
3 112510 Square Feet112
General Comments
Span 2 Left Bridge Rail
Concrete Railing
Defect Type Defect Description CS Maint
Qty
Element
Number CS Qty
Element
Number Element Name
Total
Qty
CS1
Qty
CS2
Qty
CS4
Qty
CS3
Qty
331 Reinforced Concrete Bridge Railing 54 53 001 Feet
Delamination/Spall 11" X 6" X 2" SPALL, WEST FACE BETWEEN RAIL POSTS 5
AND 6.
3 1331 Feet
Delamination/Spall 13" X 8" X 2" SPALL WITH EXPOSED REINFORCING, TOP
OF END POST AT END BENT 2.
3 2331 Feet
Damage along the length, weathering with exposed aggregate 2 55331 Feet
Delamination/Spall 4" X 2" X 1" SPALL, BOTTOM EAST FACE AT RAIL POST 3.2 1331 Feet1
General Comments
Structure Number:300036 Inspection Date:04/28/2022
Span 2 Right Bridge Rail
Concrete Railing
Defect Type Defect Description CS Maint
Qty
Element
Number CS Qty
Element
Number Element Name
Total
Qty
CS1
Qty
CS2
Qty
CS4
Qty
CS3
Qty
331 Reinforced Concrete Bridge Railing 54 54 000 Feet
Damage along the length, weathering with exposed aggregate 2 55331 Feet
General Comments
Span 2 Beam 1 Near Bearing
Movable Bearing
Defect Type Defect Description CS Maint
Qty
Element
Number CS Qty
Element
Number Element Name
Total
Qty
CS1
Qty
CS2
Qty
CS4
Qty
CS3
Qty
311 Movable Bearing 1 1 000 Each
515 Steel Protective Coating 1 0 100 Square Feet
Connection NO BEARING NUTS DUE TO PAST BEAM REPAIR WELDED
TO BEARINGS
2 1311 Each
Corrosion BEARING ASSEMBLY HAS RUST SCALE with section loss
(up to 1/16")
2311 Each
Effectiveness (Steel
Protective Coatings)
PROTECTIVE COATING HAS FAILED.4 1515 Square Feet1
General Comments
Span 2 Beam 1 Far Bearing
Fixed Bearing
Defect Type Defect Description CS Maint
Qty
Element
Number CS Qty
Element
Number Element Name
Total
Qty
CS1
Qty
CS2
Qty
CS4
Qty
CS3
Qty
313 Fixed Bearing 1 0 100 Each
515 Steel Protective Coating 1 1 000 Square Feet
Loss of Bearing Area (PAR) 20% BEARING LOSS DUE TO SPALLING IN
ABUTMENT
4 2313 Each1
Loss of Bearing Area bearing undermined (1") due to end bent 2 spall [PROMPT
ACTION REQUEST ISSUED FOR END BENT 2]
3 1313 Each
Corrosion BEARING ASSEMBLY HAS RUST SCALE with section loss
(up to 1/16")
2313 Each
Effectiveness (Steel
Protective Coatings)
PROTECTIVE COATING HAS FAILED.4 1515 Square Feet
General Comments
Span 2 Beam 2 Near Bearing
Movable Bearing
Defect Type Defect Description CS Maint
Qty
Element
Number CS Qty
Element
Number Element Name
Total
Qty
CS1
Qty
CS2
Qty
CS4
Qty
CS3
Qty
311 Movable Bearing 1 0 001 Each
515 Steel Protective Coating 1 0 100 Square Feet
Structure Number:300036 Inspection Date:04/28/2022
Corrosion BEARING ASSEMBLY HAS RUST SCALE with section loss
(up to 1/16")
2311 Each1
Effectiveness (Steel
Protective Coatings)
PROTECTIVE COATING HAS FAILED.4 1515 Square Feet1
General Comments
Span 2 Beam 2 Far Bearing
Fixed Bearing
Defect Type Defect Description CS Maint
Qty
Element
Number CS Qty
Element
Number Element Name
Total
Qty
CS1
Qty
CS2
Qty
CS4
Qty
CS3
Qty
313 Fixed Bearing 1 0 001 Each
515 Steel Protective Coating 1 0 100 Square Feet
Corrosion BEARING ASSEMBLY HAS RUST SCALE 2313 Each1
Effectiveness (Steel
Protective Coatings)
PROTECTIVE COATING HAS FAILED.4 1515 Square Feet1
General Comments
Span 2 Beam 3 Near Bearing
Movable Bearing
Defect Type Defect Description CS Maint
Qty
Element
Number CS Qty
Element
Number Element Name
Total
Qty
CS1
Qty
CS2
Qty
CS4
Qty
CS3
Qty
311 Movable Bearing 1 0 001 Each
515 Steel Protective Coating 1 0 100 Square Feet
Corrosion BEARING ASSEMBLY HAS RUST SCALE with section loss
(up to 1/16")
2311 Each1
Effectiveness (Steel
Protective Coatings)
PROTECTIVE COATING HAS FAILED.4 1515 Square Feet1
General Comments
Span 2 Beam 3 Far Bearing
Fixed Bearing
Defect Type Defect Description CS Maint
Qty
Element
Number CS Qty
Element
Number Element Name
Total
Qty
CS1
Qty
CS2
Qty
CS4
Qty
CS3
Qty
313 Fixed Bearing 1 0 001 Each
515 Steel Protective Coating 1 0 100 Square Feet
Corrosion BEARING ASSEMBLY HAS RUST SCALE 2313 Each1
Effectiveness (Steel
Protective Coatings)
PROTECTIVE COATING HAS FAILED.4 1515 Square Feet1
General Comments
Structure Number:300036 Inspection Date:04/28/2022
Span 2 Beam 4 Near Bearing
Movable Bearing
Defect Type Defect Description CS Maint
Qty
Element
Number CS Qty
Element
Number Element Name
Total
Qty
CS1
Qty
CS2
Qty
CS4
Qty
CS3
Qty
311 Movable Bearing 1 0 001 Each
515 Steel Protective Coating 1 0 100 Square Feet
Corrosion BEARING ASSEMBLY HAS RUST SCALE with section loss
(up to 1/16")
2311 Each1
Effectiveness (Steel
Protective Coatings)
PROTECTIVE COATING HAS FAILED.4 1515 Square Feet1
General Comments
Span 2 Beam 4 Far Bearing
Fixed Bearing
Defect Type Defect Description CS Maint
Qty
Element
Number CS Qty
Element
Number Element Name
Total
Qty
CS1
Qty
CS2
Qty
CS4
Qty
CS3
Qty
313 Fixed Bearing 1 0 001 Each
515 Steel Protective Coating 1 0 100 Square Feet
Corrosion BEARING ASSEMBLY HAS RUST SCALE 2313 Each1
Effectiveness (Steel
Protective Coatings)
PROTECTIVE COATING HAS FAILED.4 1515 Square Feet1
General Comments
Span 2 Beam 5 Near Bearing
Movable Bearing
Defect Type Defect Description CS Maint
Qty
Element
Number CS Qty
Element
Number Element Name
Total
Qty
CS1
Qty
CS2
Qty
CS4
Qty
CS3
Qty
311 Movable Bearing 1 0 001 Each
515 Steel Protective Coating 1 0 100 Square Feet
Corrosion BEARING ASSEMBLY HAS RUST SCALE with section loss
(up to 1/16")
2311 Each1
Effectiveness (Steel
Protective Coatings)
PROTECTIVE COATING HAS FAILED.4 1515 Square Feet1
General Comments
Span 2 Beam 5 Far Bearing
Fixed Bearing
Defect Type Defect Description CS Maint
Qty
Element
Number CS Qty
Element
Number Element Name
Total
Qty
CS1
Qty
CS2
Qty
CS4
Qty
CS3
Qty
313 Fixed Bearing 1 0 001 Each
515 Steel Protective Coating 1 0 100 Square Feet
Corrosion BEARING ASSEMBLY HAS RUST SCALE 2313 Each1
Structure Number:300036 Inspection Date:04/28/2022
Effectiveness (Steel
Protective Coatings)
PROTECTIVE COATING HAS FAILED.4 1515 Square Feet1
General Comments
Span 2 Beam 6 Near Bearing
Movable Bearing
Defect Type Defect Description CS Maint
Qty
Element
Number CS Qty
Element
Number Element Name
Total
Qty
CS1
Qty
CS2
Qty
CS4
Qty
CS3
Qty
311 Movable Bearing 1 0 001 Each
515 Steel Protective Coating 1 0 100 Square Feet
Corrosion BEARING ASSEMBLY HAS RUST SCALE with section loss
(up to 1/16")
2311 Each1
Effectiveness (Steel
Protective Coatings)
PROTECTIVE COATING HAS FAILED.4 1515 Square Feet1
General Comments
Span 2 Beam 6 Far Bearing
Fixed Bearing
Defect Type Defect Description CS Maint
Qty
Element
Number CS Qty
Element
Number Element Name
Total
Qty
CS1
Qty
CS2
Qty
CS4
Qty
CS3
Qty
313 Fixed Bearing 1 0 100 Each
515 Steel Protective Coating 1 1 000 Square Feet
Loss of Bearing Area (PAR) 30% BEARING LOSS DUE TO SPALLING IN
ABUTMENT
4 2313 Each1
Corrosion BEARING ASSEMBLY HAS RUST SCALE with section loss
(up to 1/16")
2313 Each
Effectiveness (Steel
Protective Coatings)
PROTECTIVE COATING HAS FAILED.4 1515 Square Feet
General Comments
End Bent 1 Abutment
Reinforced Concrete Abutment
Defect Type Defect Description CS Maint
Qty
Element
Number CS Qty
Element
Number Element Name
Total
Qty
CS1
Qty
CS2
Qty
CS4
Qty
CS3
Qty
215 Reinforced Concrete Abutment 80 79 100 Feet
Damage (PROMPT ACTION REQUEST) behind southwest wingwall,
erosion (7' diameter x 8' deep)
4 50215 Feet
Delamination/Spall (PAR) UNDER BEAM 2 SPALL 34" WIDE X 12" VERTICAL X
4" DEEP 30% BEARING LOSS
4 5215 Feet
Delamination/Spall (PAR) UNDER BEAM 1 SPALL 34" WIDE X 20" VERTICAL X
4" DEEP 30% BEARING LOSS
4 5215 Feet1
Delamination/Spall (PAR) UNDER BEAM 5 SPALL 21" WIDE X 5" VERTICAL X
4" DEEP 10% BEARING LOSS
4 4215 Feet
Delamination/Spall (PAR) UNDER BEAM 6 SPALL 34" WIDE X 20" VERTICAL X
5" DEEP 40% BEARING LOSS
4 5215 Feet
Patched Area (PROMPT ACTION REQUEST) top of abutment below beam 1,
delaminated / spalled previous repair (3' x 16" x 3" deep)
undermining bearing (2")
4 3215 Feet
Delamination/Spall (PAR) UNDER BEAM 3 SPALL 15" WIDE X 2" VERTICAL X
2" DEEP
3 1215 Feet
Structure Number:300036 Inspection Date:04/28/2022
Delamination/Spall (PAR) UNDER BEAM 4 SPALL 34" WIDE X 5" VERTICAL X
2" DEEP 30%
3 1215 Feet
Patched Area DELAMINATED / spalled CONCRETE REPAIR (16" x 16" x 1.5"
deep) with vertical crack (hairline x 3') with efflorescence
buildup, TOP OF ABUTMENT, BELOW BEAM 5.
3 2215 Feet
Scour UNDERWATER INSPECTION: UNDERMNING OF S.W. WING
1.5' VERT. X FULL WIDTH FROM TOE BACK 4'. WASHOUT
BEHIND TOE OF WING IN THIS AREA. (PAR)
3 4215 Feet
Abrasion/Wear
(PSC/RC)
UNDERWATER INSPECTION: WATER ABRASION 3/8 - 1/2''
DEEP W/ COARSE AGGREGATE EXPOSED FROM M/L - W/L.
2215 Feet
Cracking (RC and
Other)
(combined with other notes 2019) 30" VERTICAL HAIRLINE
CRACK WITH EFFLORESCENCE, BEGINNING 12" FROM
CAP, BELOW BEAM 5. (OTHERS SIM.)
2215 Feet
Cracking (RC and
Other)
below beam 2, vertical crack (1/32" x full height)2215 Feet
General Comments
Bent 1 Cap 1
Reinforced Concrete Pier Cap
Defect Type Defect Description CS Maint
Qty
Element
Number CS Qty
Element
Number Element Name
Total
Qty
CS1
Qty
CS2
Qty
CS4
Qty
CS3
Qty
234 Reinforced Concrete Pier Cap 30 27 003 Feet
Efflorescence/Rust
Staining
1' TRANSVERSE HAIRLINE CRACK WITH
EFFLORESCENCE buildup, UNDERSIDE OF CAP
EXTENDING 5" TO NORTH FACE, BELOW BEAM 4.
2234 Feet1
Efflorescence/Rust
Staining
1' TRANSVERSE HAIRLINE CRACK WITH
EFFLORESCENCE, UNDERSIDE OF CAP EXTENDING 5" TO
NORTH FACE, BELOW BEAM 3.
2234 Feet1
Efflorescence/Rust
Staining
1' TRANSVERSE HAIRLINE CRACK WITH
EFFLORESCENCE, UNDERSIDE OF CAP EXTENDING 5" TO
SOUTH FACE, BELOW BEAM 4.
2234 Feet1
General Comments
Bent 1 Pile 1
Reinforced Concrete Pier Wall
Defect Type Defect Description CS Maint
Qty
Element
Number CS Qty
Element
Number Element Name
Total
Qty
CS1
Qty
CS2
Qty
CS4
Qty
CS3
Qty
210 Reinforced Concrete Pier Wall 30 0 0723 Feet
Cracking (RC and
Other)
(not verified 2019) 18" HORIZONTAL CRACK UP TO 0.25",
SOUTH FACE, CENTER OF PIER WALL, 3" FROM WATER
SURFACE.
3 2210 Feet2
Delamination/Spall south face of web wall below beam 5, spall (4" x 18" x 1/2"
deep)
3 2210 Feet2
Patched Area 12" diameter previous REPAIR WITH 6" HORIZONTAL CRACK
UP TO 0.03", SOUTH FACE OF PIER WALL, BELOW BAY 5 4'
FROM CAP.
3 1210 Feet1
Patched Area 18" X 18" previous REPAIR WITH HORIZONTAL CRACK UP
TO 1/32", SOUTH FACE OF column BELOW BAY 5 AT CAP.
3 2210 Feet2
Abrasion/Wear
(PSC/RC)
UNDERWATER INSPECTION: WATER ABRASION 3/8 - 1/2''
DEEP W/ COARSE AGGREGATE EXPOSED FROM M/L -
W/L.
2210 Feet22
Cracking (RC and
Other)
full height VERTICAL CRACK UP TO 1/32", NORTH FACE,
CENTER OF PIER WALL.
2210 Feet
Cracking (RC and
Other)
full height VERTICAL CRACK UP TO 1/32", SOUTH FACE,
CENTER OF PIER WALL.
2210 Feet1
General Comments
Structure Number:300036 Inspection Date:04/28/2022
End Bent 2 Abutment
Reinforced Concrete Abutment
Defect Type Defect Description CS Maint
Qty
Element
Number CS Qty
Element
Number Element Name
Total
Qty
CS1
Qty
CS2
Qty
CS4
Qty
CS3
Qty
215 Reinforced Concrete Abutment 80 79 100 Feet
Delamination/Spall (PAR) UNDER BEAM 1 SPALL 36" WIDE X 24" VERTICAL X
5" DEEP 20% BEARING LOSS
4 6215 Feet1
Delamination/Spall (PAR) UNDER BEAM 6 SPALL 36" WIDE X 24" VERTICAL X
4" DEEP 20% BEARING LOSS
4 3215 Feet
Delamination/Spall (PAR) UNDER BEAM 2 SPALL 16" WIDE X 2" VERTICAL X
2" DEEP
3215 Feet
Delamination/Spall (PAR) UNDER BEAM 3 SPALL 12" WIDE X 2" VERTICAL X
2.5" DEEP
3 2215 Feet
Delamination/Spall (PAR) UNDER BEAM 4 SPALL 16" WIDE X 2" VERTICAL X
3"
3 2215 Feet
Delamination/Spall (PAR) UNDER BEAM 5 SPALL 16" WIDE X 2" VERTICAL X
3" DEEP
3 2215 Feet
Delamination/Spall DELAMINATION/spall (4.5' x 21" x 1" deep) with exposed
rusted rebar, BELOW BAY 3, 18" BELOW TOP OF
ABUTMENT WALL.
3 9215 Feet
Delamination/Spall end of northeast wingwall, top corner, spall (12" x 10" x 2" deep)3 1215 Feet
Patched Area below beam 6, delaminated / spalled previous repair (34" x 20"
x 2" deep)
3 5215 Feet
Abrasion/Wear
(PSC/RC)
UNDERWATER INSPECTION: WATER ABRASION 3/8 - 1/2''
DEEP W/ COARSE AGGREGATE EXPOSED FROM M/L - W/L.
2215 Feet
Cracking (RC and
Other)
below bay 2, map cracks (1/32" x 2' x 2')2215 Feet
Damage east end, vegetation in joint with curtain wall 2 5215 Feet
Efflorescence/Rust
Staining
below beam 2, (3) vertical cracks (up to 1/32" x 18") with
efflorescence
2215 Feet
General Comments
Structure Number:300036 Inspection Date:04/28/2022
Span 1 Deck Reinforced Concrete Deck Reinforced Concrete Deck 1703
Span 1 Beam 1 Plate Girder Steel Open Girder/Beam 53
Span 1 Beam 2 Plate Girder Steel Open Girder/Beam 53
Span 1 Beam 3 Plate Girder Steel Open Girder/Beam 53
Span 1 Beam 4 Plate Girder Steel Open Girder/Beam 53
Span 1 Beam 5 Plate Girder Steel Open Girder/Beam 53
Span 1 Beam 6 Plate Girder Steel Open Girder/Beam 53
Span 1 Left Bridge Rail Concrete Railing Reinforced Concrete Bridge Railing 54
Span 1 Right Bridge Rail Concrete Railing Reinforced Concrete Bridge Railing 54
Span 1 Wearing Surface Asphalt Wearing Surface Wearing Surface 1519
Span 1 Beam 1 Far Bearing Movable Bearing Movable Bearing 1
Span 1 Beam 1 Near Bearing Fixed Bearing Fixed Bearing 1
Span 1 Beam 2 Far Bearing Movable Bearing Movable Bearing 1
Span 1 Beam 2 Near Bearing Fixed Bearing Fixed Bearing 1
Span 1 Beam 3 Far Bearing Movable Bearing Movable Bearing 1
Span 1 Beam 3 Near Bearing Fixed Bearing Fixed Bearing 1
Span 1 Beam 4 Far Bearing Movable Bearing Movable Bearing 1
Span 1 Beam 4 Near Bearing Fixed Bearing Fixed Bearing 1
Span 1 Beam 5 Far Bearing Movable Bearing Movable Bearing 1
Span 1 Beam 5 Near Bearing Fixed Bearing Fixed Bearing 1
Span 1 Beam 6 Far Bearing Movable Bearing Movable Bearing 1
Span 1 Beam 6 Near Bearing Fixed Bearing Fixed Bearing 1
Span 2 Deck Reinforced Concrete Deck Reinforced Concrete Deck 1703
Span 2 Beam 1 Plate Girder Steel Open Girder/Beam 53
Span 2 Beam 2 Plate Girder Steel Open Girder/Beam 53
Span 2 Beam 3 Plate Girder Steel Open Girder/Beam 53
Span 2 Beam 4 Plate Girder Steel Open Girder/Beam 53
Span 2 Beam 5 Plate Girder Steel Open Girder/Beam 53
Span 2 Beam 6 Plate Girder Steel Open Girder/Beam 53
Span 2 Left Bridge Rail Concrete Railing Reinforced Concrete Bridge Railing 54
Span 2 Right Bridge Rail Concrete Railing Reinforced Concrete Bridge Railing 54
Span 2 Bent 1 Expansion Joint Standard Joint Pourable Joint Seal 32
Span 2 Wearing Surface Asphalt Wearing Surface Wearing Surface 1519
Span 2 Beam 1 Far Bearing Fixed Bearing Fixed Bearing 1
Span 2 Beam 1 Near Bearing Movable Bearing Movable Bearing 1
Span 2 Beam 2 Far Bearing Fixed Bearing Fixed Bearing 1
Span 2 Beam 2 Near Bearing Movable Bearing Movable Bearing 1
Span 2 Beam 3 Far Bearing Fixed Bearing Fixed Bearing 1
Span 2 Beam 3 Near Bearing Movable Bearing Movable Bearing 1
Span 2 Beam 4 Far Bearing Fixed Bearing Fixed Bearing 1
Span 2 Beam 4 Near Bearing Movable Bearing Movable Bearing 1
Span 2 Beam 5 Far Bearing Fixed Bearing Fixed Bearing 1
Span 2 Beam 5 Near Bearing Movable Bearing Movable Bearing 1
Span 2 Beam 6 Far Bearing Fixed Bearing Fixed Bearing 1
Span 2 Beam 6 Near Bearing Movable Bearing Movable Bearing 1
Elements Verfied
Location Name Component Element Name Amount
Bent 1 Cap 1 Reinforced Concrete Pier Cap Reinforced Concrete Pier Cap 30
Bent 1 Pile 1 Reinforced Concrete Pier Wall Reinforced Concrete Pier Wall 30
End Bent 1 Abutment Reinforced Concrete Abutment Reinforced Concrete Abutment 80
End Bent 2 Abutment Reinforced Concrete Abutment Reinforced Concrete Abutment 80
Elements Verfied
Location Name Component Element Name Amount
Bent 1 Footing
UNDERWATER INSPECTION : NOT EXPOSED
Bent 1 Footing
UNDERWATER INSPECTION: NOT EXPOSED
Bent 2 Footing
UNDERWATER INSPECTION: NOT EXPOSED
General Inspection Notes
National Bridge and NC Inspection Items
National Bridge Inventory Items
Item 58: Deck
Item 59: Superstructure
Item 60: Substructure
Item 61: Channel and Channel Protection
Item 62: Culvert
Item 71: Waterway Adequacy
Item 72: Approach Roadway Alignment
0 - 9 , N
Item Grade Scale
0 - 9 , N
0 - 9 , N
0 - 9 , N
0 - 9 , N
0 - 9 , N
0 - 9 , N
Grade
5
3
4
7
N
7
8
NC SMU Inspection Items
Deck Debris
Drainage System
Utilities
Slope Protection
Wingwall
Scour
Drift
Item Grade Scale
Fender System
Response to Live Load
G, F, P, or C
G, F, P, or C
G, F, P, or C
G, F, P, or C
G, F, P, or C
G, F, P, or C
G, F, P, or C
G, F, P, or C
F
Grade
G
Inspection Information
Sign Noticed Issued
Priority Maintenance Request Submitted
Inspection Time
Traffic Control Time
Snooper Time
Ladder Used
Bucket Truck Used
Item Grade Scale
Boat Used
Other Equipment Used
YES/NO
YES/NO
Hours
Hours
YES/NO
Hours
YES/NO
YES/NO
YES/NO
Grade
N
Y
9
4
4
N
N
N
N
Note: If NBI Inspection Item is not present, code NBI item with "N"
Note: If NC SMU Insepction Item is not present, leave NC SMU item blank
F
Maint. Qty.Maint. Code
3626 3376
20 3366
G, F, P, or C
Field Scour Evaluation F
Movable Span Machinery G, F, P, or C
Superstructure Paint Code B
Portion of Structure in > 3' of water YES/NO Y
Note:
Items 58,59,60,62 reflect this
inspection only.
For overall NBI coding grade,
see cover sheet.
300036Structure Number:Inspection Date:04/28/2022
National Bridge and NC SMU Inspection Item Details
Item Superstructure - Item 59 Grade 3
Details DOWN GRADED TO A 3 DUE TO SECTION LOSS AT BEAMS AT BEARING AREAS OVER BENT 1
Maint Code Qty.0
Item Substructure - Item 60 Grade 4
Details DOWN GRADED TO A 4 DUE TO BEARING LOSS TO ABUTMENTS 1 & 2
Maint Code Qty.0
Item Priority Maintenance Issued Grade Y
Details SECTION LOSS ON BEAMS
BEARING LOSS
Maint Code Qty.0
Item Deck Debris Grade F
Details DEBRIS ALONG RAILS
Maint Code 3376 Qty.3626
Item Drift Grade F
Details DOWN TREE SPAN 1 UP TO 6" DIAMETER
Maint Code 3366 Qty.20
Item Portion of structure in > 3' of water (Y or N)Grade Y
Details MAX DEPTH = 7.1'
Maint Code Qty.0
300036Structure Number:Inspection Date:04/28/2022
DEBRIS ALONG RAILS
Span 1 Wearing Surface: 28' TRANSVERSE CRACK UP TO 1/2" wide with edge spalls (up to 3' x 3" x 1" deep) and
vegetation, ASPHALT WEARING SURFACE AT END BENT 1. (OTHER JOINTS SIM.)
Structure:300036 County:DUPLIN Date:04/28/2022 Condition Photos
Span 1 Wearing Surface: throughout asphalt wearing surface, longitudinal cracks (1/8" x up to full length) at 3' centers,
and transverse cracks (up to 1/16" x 3')
Span 1 Left Bridge Rail: west face of post at bent 1, spall (6" x 4" x 2' deep)
Structure:300036 County:DUPLIN Date:04/28/2022 Condition Photos
Span 1 Right Bridge Rail: bent 1, spall (2" diameter x 1/2" deep) with exposed rusted rebar
Span 2 Left Bridge Rail: 11" X 6" X 2" SPALL, WEST FACE BETWEEN RAIL POSTS 5 AND 6.
Structure:300036 County:DUPLIN Date:04/28/2022 Condition Photos
Span 2 Left Bridge Rail: 13" X 8" X 2" SPALL WITH EXPOSED REINFORCING, TOP OF END POST AT END BENT 2.
Span 2 Left Bridge Rail: 4" X 2" X 1" SPALL, BOTTOM EAST FACE AT RAIL POST 3.
Structure:300036 County:DUPLIN Date:04/28/2022 Condition Photos
End Bent 1 Abutment: (PAR) UNDER BEAM 1 SPALL 34" WIDE X 20" VERTICAL X 4" DEEP 30% BEARING LOSS
RUST ON BEAMS (ALL SIM.)
Structure:300036 County:DUPLIN Date:04/28/2022 Condition Photos
End Bent 1 Abutment: (PAR) UNDER BEAM 2 SPALL 34" WIDE X 12" VERTICAL X 4" DEEP 30% BEARING LOSS
End Bent 1 Abutment: (PAR) UNDER BEAM 3 SPALL 15" WIDE X 2" VERTICAL X 2" DEEP
Structure:300036 County:DUPLIN Date:04/28/2022 Condition Photos
End Bent 1 Abutment: (PAR) UNDER BEAM 4 SPALL 34" WIDE X 5" VERTICAL X 2" DEEP 30%
End Bent 1 Abutment: (PAR) UNDER BEAM 5 SPALL 21" WIDE X 5" VERTICAL X 4" DEEP 10% BEARING LOSS
Structure:300036 County:DUPLIN Date:04/28/2022 Condition Photos
End Bent 1 Abutment: (PAR) UNDER BEAM 6 SPALL 34" WIDE X 20" VERTICAL X 5" DEEP 40% BEARING LOSS
End Bent 1 Abutment: (combined with other notes 2019) 30" VERTICAL HAIRLINE CRACK WITH EFFLORESCENCE,
BEGINNING 12" FROM CAP, BELOW BEAM 5. (OTHERS SIM.)
Structure:300036 County:DUPLIN Date:04/28/2022 Condition Photos
Structure:300036 County:DUPLIN Date:04/28/2022 Condition Photos
Span 1 Deck: [PAR] BAY 5 NEAR MID SPAN, SPALLING WITH EXPOSED REBAR [APPROXIMATELY 5' LONG X UP
TO 16" WIDE X UP TO 2" DEEP]; NO MEASURABLE SECTION LOSS, BUT THE REBAR IS DELAMINATED FROM
THE CONCRETE.
Span 1 Beam 1: (PAR) OVER BENT 1 100% SECTION LOSS IN FLANGES, WEB, AND STFFENERS 12" LONG X 3"
WIDE X 6" VERTICAL
Span 1 Beam 2: (PAR) OVER BENT 1 100% SECTION LOSS IN FLANGES, WEB, AND STFFENERS 9" LONG X 4"
WIDE X 2.5" VERTICAL
Structure:300036 County:DUPLIN Date:04/28/2022 Condition Photos
Span 1 Beam 3: (PAR) OVER BENT 1 100% SECTION LOSS IN FLANGES, WEB, AND STFFENERS 9" LONG X 3"
WIDE X 2.5" VERTICAL
Span 1 Beam 4: (PAR) OVER BENT 1 100% SECTION LOSS IN FLANGES, WEB, AND STFFENERS 9" LONG X 2"
WIDE X 3" VERTICAL
Structure:300036 County:DUPLIN Date:04/28/2022 Condition Photos
Span 1 Beam 6: (PAR) OVER BENT 1 100% SECTION LOSS IN FLANGES, WEB, AND STFFENERS 32" LONG X 4"
WIDE X 3.5" VERTICAL
Span 1 Beam 6: (PAR) OVER BENT 1 100% SECTION LOSS IN FLANGES, WEB, AND STFFENERS 32" LONG X 4"
WIDE X 3.5" VERTICAL
Structure:300036 County:DUPLIN Date:04/28/2022 Condition Photos
Span 1 Beam 5: (PAR) OVER BENT 1 100% SECTION LOSS IN FLANGES, WEB, AND STFFENERS 10" LONG X 2"
WIDE X 3" VERTICAL
Span 2 Beam 1: (PAR) OVER BENT 1 100% SECTION LOSS IN WEB 8" DIAMETER WITH 2" HOLE
Structure:300036 County:DUPLIN Date:04/28/2022 Condition Photos
Span 2 Beam 2: (PAR) OVER BENT 1 100% SECTION LOSS IN FLANGES, WEB, AND STFFENERS 27" LONG X 4"
WIDE X 3" VERTICAL
Span 2 Beam 3: (PAR) OVER BENT 1 100% SECTION LOSS IN FLANGES, WEB, AND STFFENERS 30" LONG X
5" WIDE X 5" VERTICAL
Structure:300036 County:DUPLIN Date:04/28/2022 Condition Photos
Span 2 Beam 4: (PAR) OVER BENT 1 100% SECTION LOSS IN FLANGES, WEB, AND STFFENERS 17" LONG X 5"
WIDE X 5" VERTICAL
Span 2 Beam 5: (PAR) OVER BENT 1 100% SECTION LOSS IN FLANGES, WEB, AND STFFENERS 24" LONG X 5"
WIDE X 3" VERTICAL
Structure:300036 County:DUPLIN Date:04/28/2022 Condition Photos
Span 2 Beam 6: (PAR) OVER BENT 1 100% SECTION LOSS IN FLANGES, WEB, AND STFFENERS 60" LONG X 5"
WIDE X 2" VERTICAL
Span 2 Beam 6: (PAR) OVER BENT 1 100% SECTION LOSS IN FLANGES, WEB, AND STFFENERS 60" LONG X 5"
WIDE X 2" VERTICAL
Structure:300036 County:DUPLIN Date:04/28/2022 Condition Photos
End Bent 2 Abutment: (PAR) UNDER BEAM 1 SPALL 36" WIDE X 24" VERTICAL X 5" DEEP 20% BEARING LOSS
End Bent 2 Abutment: (PAR) UNDER BEAM 2 SPALL 16" WIDE X 2" VERTICAL X 2" DEEP
Structure:300036 County:DUPLIN Date:04/28/2022 Condition Photos
End Bent 2 Abutment: (PAR) UNDER BEAM 1 SPALL 12" WIDE X 2" VERTICAL X 2.5" DEEP 30% BEARING LOSS
End Bent 2 Abutment: DELAMINATION/spall (4.5' x 21" x 1" deep) with exposed rusted rebar, BELOW BAY 3, 18"
BELOW TOP OF ABUTMENT WALL.
Structure:300036 County:DUPLIN Date:04/28/2022 Condition Photos
End Bent 2 Abutment: (PAR) UNDER BEAM 4 SPALL 16" WIDE X 2" VERTICAL X 3"
End Bent 2 Abutment: (PAR) UNDER BEAM 5 SPALL 16" WIDE X 2" VERTICAL X 3" DEEP
Structure:300036 County:DUPLIN Date:04/28/2022 Condition Photos
End Bent 2 Abutment: (PAR) UNDER BEAM 6 SPALL 36" WIDE X 24" VERTICAL X 4" DEEP 20% BEARING LOSS
Span 2 Deck: (PAR) SPALL BAY 1 MID SPAN 18" DIAMETR X 4" DEEP WITH EXPOSED REBAR NO SECTION
LOSS
Structure:300036 County:DUPLIN Date:04/28/2022 Condition Photos
Stream Bed Soundings
(Profile diagram on following sheet)
Structure Number:County DUPLIN 300036 Inspection Date 04/28/2022
Sounding recorded from:Top of Bridge Rail
Highwater Mark Distance Location of Highwater Mark
0.000 2.000 0.000 TOP OF WALL
1.000 14.100 0.000 WSWE
1.500 18.000 21.100 GROUND AT END BENT 1
25.000 19.800 0.000
54.000 18.600 21.500 BENT 1
75.000 19.400 0.000
107.000 16.300 18.500 GROUND AT END BENT 2
107.500 14.100 0.000 WSWE
108.000 2.000 0.000 TOP OF WALL
Distance
(Station) ft.
Downstream
Sounding ft.
Upstream
Sounding ft.Description
Water Surface4/28/20227/7/20217/16/201910/19/201812/14/20178/8/20178/24/2015
8/28/20138/26/20118/26/20093/4/2008 11/2/2005
Sounding (FT)Distance (FT)
0 20 40 60 80 100 120
0
4
8
12
16
20
STREAMBED PROFILE (Downstream)
Top of Rail = 0FT (Sounding)
Bridge:300036 County:DUPLIN Date:04/28/2022
Structure Data Worksheet
Span Profile
County:DUPLIN Structure Number:300036
1 54.250 51.500
2 54.250 51.500
Span
Number
Span
Length
Bearing to
Bearing
Crutch/ Helper
Bent
Distance to
Near Bearing
Distance to
Far Bearing
NORTH
EAST PROFILE
Structure:300036 County:DUPLIN Date:04/28/2022 Structure Photos
EAST/DOWNSTREAM
WEST/UPSTREAM
Structure:300036 County:DUPLIN Date:04/28/2022 Structure Photos
WEST PROFILE
SOUTH
Structure:300036 County:DUPLIN Date:04/28/2022 Structure Photos
DECK OVERVIEW
RAIL OVERVIEW
Structure:300036 County:DUPLIN Date:04/28/2022 Structure Photos
BENT 1 SPAN 1
UNDERSIDE OF DECK
Structure:300036 County:DUPLIN Date:04/28/2022 Structure Photos
BEARING END BENT 1
END BENT 1 (BENT 2 SIM.)
Structure:300036 County:DUPLIN Date:04/28/2022 Structure Photos
ORIGINAL STEEL THICKNESS
BEARING BENT 1 (ALL SIM)
Structure:300036 County:DUPLIN Date:04/28/2022 Structure Photos