HomeMy WebLinkAbout960202_Routine_01_19_2021.pdf NATIONAL BRIDGE INVENTROY-----STRUCTURE INVENTORY AND APPRAISAL 03/10/2021
IDENTIFICATION
(1)STATE NAME NORTH CAROLINA BRIDGE 960202 SUFFICIENCY RATING 71.77
(8)STRUCTURE NUMBER(FEDERAL) 1930202 STATUS= Functionally Obsolete
(5)INVENTORY ROUTE(ON/UNDER) ON 131023030 CLASSIFICATION CODE
(2)STATE HIGHWAY DEPARTMENT DISTRICT 11 (112)NBIS BRIDGE SYSTEM YES
(3)COUNTY CODE(FEDERAL) 193 (4)PLACE CODE 00000
(104)HIGHWAY SYSTEM Inventory Route not on NHS 0
(6)FEATURE INTERSECTED YADKIN RIVER
(7)FACILITY CARRIED SR2303 (26)FUNCTIONAL CLASS Rural Minor Collector 08
(9)LOCATION .3 MI.S.JCT.NC268 (100)STRAHNET HIGHWAY Not a STRAHNET Route 0
(11)MILEPOINT 0.0 (101)PARALLEL STRUCTURE No parallel structure exists N
(12)BASE HIGHWAY NETWORK 0
(102)DIRECTION OF TRAFFIC 2-way traffic 2
(13)LRS INVENTORY ROUTE&SUBROUTE
(16)LATITUDE 36°12'56.3" (17)LONGITUDE 80°56'12.74" (103)TEMPORARY STRUCTURE
(98)BORDER BRIDGE STATE CODE PERCENT SHARED (110)DESIGNATED NATIONAL NETWORK-on national network for trucks 0
(99)BORDER BRIDGE STRUCTURE NUMBER (20)TOLL On Free Road 3
STRUCTURE TYPE AND MATERIAL (21)MAINT- 01
(43)STRUCTURE TYPE MAIN Steel (22)OWNER- 01
TYPE Stringer/Multi-beam or girder CODE 302 (37)HISTORICAL SIGNIFICANCE- 5
(44)STRUCTURE TYPE APPROACH CONDITION CODE
TYPE CODE (58)DECK 7
(45)NUMBER OF SPANS IN MAIN UNIT 9 (59)SUPERSTRUCTURE 6
(46)NUMBER OF SPANS IN APPROACH 0 (60)SUBSTRUCTURE 6
(107)DECK STRUCTURE TYPE CODE 1 (61)CHANNEL&CHANNEL PROTECTION 6
(108)WEARING SURFACE/PROTECTIVE SYSTEM (62)CULVERTS N
(A)TYPE OF WEARING SURFACE CODE 1 LOAD RATING AND POSTING CODE
(B)TYPE OF MEMBRANE CODE 0 (31)DESIGN LOAD H 15 2
(C)TYPE OF DECK PROTECTION CODE 0 (63)OPERATING RATING METHOD- Load Factor 1
AGE AND SERVICE (64)OPERATING RATING- HS-26 46
(27)YEAR BUILT 1964 (65)INVENTORY RATING METHOD- 1
(106)YEAR RECONSTRUCTED 0 (66)INVENTORY RATING HS-20 36
(42)TYPE OF SERVICE ON- Highway (70)BRIDGE POSTING No Posting Required 5
OFF- Waterway CODE 15 (41)STRUCTURE OPEN,POSTED,OR CLOSED A
(28)LANES ON STRUCTURE 2 LANES UNDER STRUCTURE 0 DESCRIPTION Open,no restriction
(29)AVERAGE DAILY TRAFFIC 4300 APPRAISAL CODE
(30)YEAR OF ADT 2019 (109)TRUCK ADT PCT 6 (67)STRUCTURAL EVALUATION 6
(19)BYPASS OR DETOUR LENGTH 15.0 (68)DECK GEOMETRY 2
GEOMETRIC DATA (69)UNDERCLEARANCES,VERT&HORIZ N
(48)LENGTH OF MAXIMUM SPAN 71.0 (71)WATERWAY ADEQUACY 6
(49)STRUCTURE LENGTH 648.0 (72)APPROACH ROADWAY ALIGNMENT 2
(50)CURB OR SIDEWALK: LEFT 1.1 RIGHT 1.1
(51)BRIDGE ROADWAY WIDTH,CURB TO CURB 24.2 (36)TRAFFIC SAFETY FEATURES 0000
(52)DECK WIDTH OUT TO OUT 28.5 (113)SCOUR CRITICAL BRIDGES 8
(32)APPROACH ROADWAY WITH(W/SHOULDERS) 20.0 PROPOSED IMPROVEMENTS
(33)BRIDGE MEDIAN No median CODE 0 (75)TYPE OF WORK CODE
(34)SKEW 15 (35)STRUCTURE FLARED 0
(76)LENGTH OF STRUCTURE IMPROVEMENT
(10)INVENTORY ROUTE MIN VERT CLEAR 999.9
(47)INVENTORY ROUTE TOTAL HORIZ CLEAR 24.0 (94)BRIDGE IMPROVEMENT COST
(53)MIN VERT CLEAR OVER BRIDGE RDWY 999.9 (95)ROADWAY IMPROVEMENT COST
(54)MIN VERT UNDERCLEAR: REFERENCE 0.0 (96)TOTAL PROJECT COST
(55)MIN LAT UNDERCLEARANCE RT: REFERENCE N 0.0 (97)YEAR OF IMPROVEMENT COST ESTIMATE
(56)MIN LAT UNDERCLEARANCE LT: 0.0
(114)FUTURE ADT 8,600 YEAR OF FUTURE ADT 2040
NAVIGATION DATA INSPECTION
(38)NAVIGATION CONTROL- CODE 0 (90)INSPECTION DATE 01/21 (91)FREQUENCY 24
(111)PIER PROTECTION CODE (92)CRITICAL FEATURE INSPECTION (93)CFI DATE
(39)NAVIGATION VERTICAL CLEARANCE 0.0 A)FRACTURE CRIT DETAIL A)
(116)VERT-LIFT BRIDGE NAV MIN VERT CLEAR 0.0 B)UNDERWATER INSP 60 B) 09/20
(40)NAVIGATION HORIZONTAL CLEARANCE 0.0 C)OTHER SPECIAL INSP C)
SCOUR
Structure Number 960202 County WILKES Run Date 03/10/2021
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7 5 10 11 12 13 126 1 281 29 30 47 54A 54 55 56 69 100 10 10 11
3 Farm Road 280000000 16.7 0.0 19 69.0 H 16.7 22.0 35.0 9 0
Note: Items 54,55,and 56 are not reported FHWA under route data points but are collected for each under route to determine the minimum value for Underclearance Appraisal Item 69.
Superstructure Build Details
Span Number 1 Span Length 72.0000 Skew 105.0000
Number Quantity
of Items Type of Component Element Name Quantity Protective System Applied (Sq Ft)
4 Plate Girder Steel Open Girder/Beam 288 Feet Legacy Red Lead Primer 6816
Systems with Various Topcoats
8 Other Bearing Other Bearings 8 Each Legacy Red Lead Primer 8
Systems with Various Topcoats
1 Reinforced Concrete Deck Reinforced Concrete Deck 2047 Square Feet
2 Concrete Railing Reinforced Concrete Bridge 144 Feet
Railing
1 Asphalt Wearing Surface Wearing Surface 2047 Square Feet
Span Number 2 Span Length 72.0000 Skew 105.0000
Number Quantity
of Items Type of Component Element Name Quantity Protective System Applied (Sq Ft)
4 Plate Girder Steel Open Girder/Beam 288 Feet Legacy Red Lead Primer 6816
Systems with Various Topcoats
1 Epoxy Wearing Surface Wearing Surface 2047 Square Feet
1 Reinforced Concrete Deck Reinforced Concrete Deck 2047 Square Feet
1 Standard Joint Pourable Joint Seal 30 Feet
2 Concrete Railing Reinforced Concrete Bridge 144 Feet
Railing
8 Other Bearing Other Bearings 8 Each Legacy Red Lead Primer 8
Systems with Various Topcoats
Span Number 3 Span Length 72.0000 Skew 105.0000
Number Quantity
of Items Type of Component Element Name Quantity Protective System Applied (Sq Ft)
8 Other Bearing Other Bearings 8 Each Legacy Red Lead Primer 8
Systems with Various Topcoats
1 Reinforced Concrete Deck Reinforced Concrete Deck 2047 Square Feet
2 Concrete Railing Reinforced Concrete Bridge 144 Feet
Railing
4 Plate Girder Steel Open Girder/Beam 288 Feet Legacy Red Lead Primer 6816
Systems with Various Topcoats
1 Standard Joint Pourable Joint Seal 30 Feet
1 Epoxy Wearing Surface Wearing Surface 2047 Square Feet
Span Number 4 Span Length 72.0000 Skew 105.0000
Superstructure Build Details
Number Quantity
of Items Type of Component Element Name Quantity Protective System Applied (Sq Ft)
1 Standard Joint Pourable Joint Seal 30 Feet
8 Other Bearing Other Bearings 8 Each Legacy Red Lead Primer 8
Systems with Various Topcoats
1 Epoxy Wearing Surface Wearing Surface 2047 Square Feet
4 Plate Girder Steel Open Girder/Beam 288 Feet Legacy Red Lead Primer 6816
Systems with Various Topcoats
1 Reinforced Concrete Deck Reinforced Concrete Deck 2047 Square Feet
2 Concrete Railing Reinforced Concrete Bridge 144 Feet
Railing
Span Number 5 Span Length 72.0000 Skew 105.0000
Number Quantity
of Items Type of Component Element Name Quantity Protective System Applied (Sq Ft)
2 Concrete Railing Reinforced Concrete Bridge 144 Feet
Railing
8 Other Bearing Other Bearings 8 Each Legacy Red Lead Primer 8
Systems with Various Topcoats
1 Standard Joint Pourable Joint Seal 30 Feet
1 Reinforced Concrete Deck Reinforced Concrete Deck 2047 Square Feet
1 Epoxy Wearing Surface Wearing Surface 2047 Square Feet
4 Plate Girder Steel Open Girder/Beam 288 Feet Legacy Red Lead Primer 6816
Systems with Various Topcoats
Span Number 6 Span Length 72.0000 Skew 105.0000
Number Quantity
of Items Type of Component Element Name Quantity Protective System Applied (Sq Ft)
1 Standard Joint Pourable Joint Seal 30 Feet
1 Reinforced Concrete Deck Reinforced Concrete Deck 2047 Square Feet
1 Epoxy Wearing Surface Wearing Surface 2047 Square Feet
2 Concrete Railing Reinforced Concrete Bridge 144 Feet
Railing
8 Other Bearing Other Bearings 8 Each Legacy Red Lead Primer 8
Systems with Various Topcoats
4 Plate Girder Steel Open Girder/Beam 288 Feet Legacy Red Lead Primer 6816
Systems with Various Topcoats
Superstructure Build Details
Span Number 7 Span Length 72.0000 Skew 105.0000
Number Quantity
of Items Type of Component Element Name Quantity Protective System Applied (Sq Ft)
8 Other Bearing Other Bearings 8 Each Legacy Red Lead Primer 8
Systems with Various Topcoats
1 Reinforced Concrete Deck Reinforced Concrete Deck 2047 Square Feet
1 Epoxy Wearing Surface Wearing Surface 2047 Square Feet
1 Standard Joint Pourable Joint Seal 30 Feet
2 Concrete Railing Reinforced Concrete Bridge 144 Feet
Railing
4 Plate Girder Steel Open Girder/Beam 288 Feet Legacy Red Lead Primer 6816
Systems with Various Topcoats
Span Number 8 Span Length 72.0000 Skew 105.0000
Number Quantity
of Items Type of Component Element Name Quantity Protective System Applied (Sq Ft)
8 Other Bearing Other Bearings 8 Each Legacy Red Lead Primer 8
Systems with Various Topcoats
4 Plate Girder Steel Open Girder/Beam 288 Feet Legacy Red Lead Primer 6816
Systems with Various Topcoats
1 Epoxy Wearing Surface Wearing Surface 2047 Square Feet
1 Standard Joint Pourable Joint Seal 30 Feet
2 Concrete Railing Reinforced Concrete Bridge 144 Feet
Railing
1 Reinforced Concrete Deck Reinforced Concrete Deck 2047 Square Feet
Span Number 9 Span Length 72.0000 Skew 105.0000
Number Quantity
of Items Type of Component Element Name Quantity Protective System Applied (Sq Ft)
1 Reinforced Concrete Deck Reinforced Concrete Deck 2047 Square Feet
1 Epoxy Wearing Surface Wearing Surface 2047 Square Feet
4 Plate Girder Steel Open Girder/Beam 288 Feet Legacy Red Lead Primer 6816
Systems with Various Topcoats
1 Standard Joint Pourable Joint Seal 30 Feet
2 Concrete Railing Reinforced Concrete Bridge 144 Feet
Railing
Superstructure Build Details
8 Other Bearing Other Bearings 8 Each Legacy Red Lead Primer 8
Systems with Various Topcoats
Structure Element Scoring
Structure Number: 960202 Inspection Date 1/19/2021
Element Parent Total Level Level Level Level
Number Number Element Name Location Quantity Quantity Quantity Quantity Quantity
12 0 Reinforced Concrete Deck Deck 18423 18340 65 18 0
107 0 Steel Open Girder/Beam Beam 2592 2 2550 39 1
515 107 Steel Protective Coating Beam 61344 58270 0 0 3074
205 0 Reinforced Concrete Column Piles and Columns 16 8 3 5 0
215 0 Reinforced Concrete Abutment Abutments 64 32 26 6 0
225 0 Steel Pile Piles and Columns 14 14 0 0 0
234 0 Reinforced Concrete Pier Cap Caps 264 230 31 3 0
301 0 Pourable Joint Seal Expansion Joints 240 198 42 0 0
316 0 Other Bearings Bearing Device 72 0 48 24 0
515 316 Steel Protective Coating Bearing Device 72 0 0 0 72
331 0 Reinforced Concrete Bridge Railing Bridge Rail 1296 1143 9 144 0
510 0 Wearing Surface Wearing Surfaces 18423 18423 0 0 0
Summary of Maintenance Needs
Maintenance By Defect
Structure Number: 960202 Inspection Date: 01/19/2021
MMS I Recommended Quantity
Code Element Name Defect Name
3326 Reinforced Concrete Deck Cracking(RC and Other) 12 Square Feet
3326 Reinforced Concrete Deck Efflorescence/Rust Staining 18 Square Feet
3314 Steel Open Girder/Beam Corrosion 40 Feet
3314 Steel Open Girder/Beam Damage 1 Feet
3348 Reinforced Concrete Column Cracking(RC and Other) 5 Each
3348 Reinforced Concrete Column Abrasion/Wear(PSC/RC) 1 Each
3348 Reinforced Concrete Column Delamination/Spall 6 Each
3348 Reinforced Concrete Pier Cap Delamination/Spall 3 Feet
3334 Other Bearings Corrosion 24 Each
3334 Other Bearings Connection 1 Each
3318 Reinforced Concrete Bridge Railing Delamination/Spall 145 Feet
3342 Steel Protective Coating Effectiveness(Steel Protective Coatings) 3145 Square Feet
3342 Steel Protective Coating Peeling/Bubbling/Cracking(steel Protective Coatings) 1 Square Feet
Element Structure Maintenance Quantities
Structure Number: 960202 Inspection Date 01/19/2021
MMS Maint Total Severe Poor Fair Good
Location Code Description Quantity Quantity Quantity Quantity Quantity Quantity
Abutments 3350 Maintenance of Concrete Wings and Wall 0 64 0 6 26 32
Beam 3314 Maintenance Steel Superstructure Components 41 2592 1 39 2550 2
Beam 3342 Clean and Paint Steel 3074 61344 3074 0 0 58270
Bearing Device 3334 Bridge Bearing 25 72 0 24 48 0
Bearing Device 3342 Clean and Paint Steel 72 72 72 0 0 0
Bridge Rail 3318 Maintenance of Concrete Bridge Rail 145 1296 0 144 9 1143
Caps 3348 Maintenance of Concrete Substructure 3 264 0 3 31 230
Deck 3326 Maintenance of Concrete Deck 30 18423 0 18 65 18340
Expansion Joints 3310 Maintenance of Standard Bridge Expansion Joints 0 240 0 0 42 198
Piles and Columns 3348 Maintenance of Concrete Substructure 12 16 0 5 3 8
Piles and Columns 3354 Maintenance of Steel Substructure Components 0 14 0 0 0 14
Baring Surfaces 2816 Asphalt Surface Repair 0 18423 0 0 0 18423
Priority Actions Request
Structure Number 960202
Span3
3314 Beam 3 Plate Girder
Priority
Level Defect Type Quantity Defect Description
O2 Corrosion 1 Span 3 Beam 3:(PAR) 12"WIDE X 10"LONG AREA OF DELAMINATED STEEL
WITH 1/2"REMAINING(GREATER THAN 25%SECTION LOSS)IN THE BOTTOM
LEFT FLANGE AT THE END OF THE BEAM AT BENT 3
Bent 2
3348 Cap 1 Reinforced Concrete Pier Cap
Priority
Level Defect Type Quantity Defect Description
O2 Delamination/SpaII 2 Bent 2 Cap 1: (PAR)V-6"LONG X 1'-2"HIGH X 6"DEEP SPALLED AREA WITH
EXPOSED REINFORCEMENT AND 2"LONG X 4"WIDE LOSS OF BEARING
AREA IN THE SOUTH FACE OF THE CAP BELOW BEAM 1 BEARING.
Bent 7
3348 Pile 1 Reinforced Concrete Column
Priority
Level Defect Type Quantity Defect Description
�2 Delamination/SpaII 1 Bent 7 Pile 1: (PAR) 1'-10"HIGH X 9"WIDE X 8"DEEP SPALLED AREA WITH
EXPOSED REINFORCEMENT IN THE SOUTHWEST CORNER OF THE
COLUMN,2'ABOVE THE HORIZONTAL STRUT.
�2 Delamination/SpaII 1 Bent 7 Pile 1:(PAR) 1'-4"HIGH X 12"WIDE X 5"DEEP SPALLED AREA WITH
EXPOSED REINFORCEMENT IN THE SOUTHEAST CORNER OF OTHE
COLUMN,2'ABOVE THE HORIZONTAL STRUT.
Drift
3366 Drift Drift
Priority
Level Defect Type Quantity Defect Description
42 200 300 CUBIC YARDS OF DRIFT UPSTREAM OF BENT 6(PAR).
Priority Action Request(PAR) 0 Assigned Routine Maintenance 2 Assigned Priority Maintenance •Assigned Critical Find
Element Condition and Maintenance Data
Structure Number: 960202 Inspection Date:01/19/2021
Span1 Deck
Reinforced Concrete Deck
Element Total CS1 CS2 CS3 CS4
Number Element Name Qty Qty Qty Qty Qty
12 Reinforced Concrete Deck 2,047 1,995 34 18 0 Square Feet
Element Maint
Number Defect Type Defect Description CS CS Qty Qty
12 Efflorescence/Rust (3)5'TRANSVERSE CRACKS WITH EFFLORESCENCE 3 15 15 Square Feet
Staining BUILDUP IN BOTTOM OF DECK BAY 3
12 Efflorescence/Rust 3'TRANSVERSE CRACK WITH EFFLORESCENCE 3 3 3 Square Feet
Staining BUILDUP IN BOTTOM OF DECK IN BAY 1 AT BENT 1
12 Cracking(RC and (2)1'TRANSVERSE CRACKS WITH EFFLORESCENCE IN 2 2 2 Square Feet
Other) BOTTOM OF EAST OVERHANG
12 Patched Areas 3'X 3'AND 4'X 2'SOUND PATCH IN BOTTOM OF DECK IN 2 17 Square Feet
BAY 3 AT MIDSPAN
12 Patched Areas 5'X 3'SOUND PATCH IN BOTTOM OF DECK IN BAY 2 AT 2 15 Square Feet
MIDSPAN
General Comments
Span 1 Beam 1
Plate Girder
Element Total CS1 CS2 CS3 CS4
Number Element Name Qty Qty Qty Qty Qty
107 Steel Open Girder/Beam 72 0 72 0 0 Feet
515 Steel Protective Coating 1,704 1,619 0 0 85 Square Feet
Element Maint
Number Defect Type Defect Description CS CS Qty Qty
107 Corrosion INTERMITTENT FULL LENGTH SURFACE RUST ON THE 2 72 Feet
WEB AND FLANGES
515 Effectiveness(Steel INTERMITTENT FULL LENGTH SURFACE RUST ON THE 4 85 85 Square Feet
Protective Coatings) WEB AND FLANGES WITH 5%PAINT LOSS
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 72 0 72 0 0 Feet
515 Steel Protective Coating 1,704 1,618 0 0 86 Square Feet
Element Maint
Number Defect Type Defect Description CS CS Qty Qty
107 Corrosion INTERMITTENT FULL LENGTH SURFACE RUST ON THE 2 72 Feet
WEB AND FLANGES
515 Effectiveness(Steel INTERMITTENT FULL LENGTH SURFACE RUST ON THE 4 86 86 Square Feet
Protective Coatings) WEB AND FLANGES WITH 5%PAINT LOSS
General Comments
Structure Number: 960202 Inspection Date:01/19/2021
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 72 0 72 0 0 Feet
515 Steel Protective Coating 1,704 1,618 0 0 86 Square Feet
Element Maint
Number Defect Type Defect Description CS CS Qty Qty
107 Corrosion INTERMITTENT FULL LENGTH SURFACE RUST ON THE 2 72 Feet
WEB AND FLANGES
515 Effectiveness(Steel INTERMITTENT FULL LENGTH SURFACE RUST ON THE 4 86 86 Square Feet
Protective Coatings) WEB AND FLANGES WITH 5%PAINT LOSS
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 72 0 72 0 0 Feet
515 Steel Protective Coating 1,704 1,618 0 0 86 Square Feet
Element Maint
Number Defect Type Defect Description CS CS Qty Qty
107 Corrosion INTERMITTENT FULL LENGTH SURFACE RUST ON THE 2 72 Feet
WEB AND FLANGES
515 Effectiveness(Steel INTERMITTENT FULL LENGTH SURFACE RUST ON THE 4 86 86 Square Feet
Protective Coatings) WEB AND FLANGES WITH 5%PAINT LOSS
General Comments
Span 1 Beam 1 Near Bearing
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 THROUGHOUT THE BEARING AND UP TO 2 1 Each
1/4"PACK RUST BETWEEN THE MASONRY AND SOLE
PLATES
515 Effectiveness(Steel SURFACE RUST THROUGHOUT THE BEARING AND UP TO 4 1 1 Square Feet
Protective Coatings) 1/4"PACK RUST BETWEEN THE MASONRY AND SOLE
PLATES
General Comments
Span 1 Beam 1 Far Bearing
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
Structure Number: 960202 Inspection Date:01/19/2021
316 Corrosion CORROSION THROUGHOUT THE BEARING WITH 1/32" 2 1 Each
SECTION LOSS AND UP TO 1/4"PACK RUST BETWEEN
THE MASONRY AND SOLE PLATES
515 Effectiveness(Steel CORROSION THROUGHOUT THE BEARING WITH 1/32" 4 1 1 Square Feet
Protective Coatings) SECTION LOSS AND UP TO 1/4"PACK RUST BETWEEN
THE MASONRY AND SOLE PLATES
General Comments
Span 1 Beam 2 Near Bearing
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 THROUGHOUT THE BEARING AND UP TO 2 1 Each
1/4"PACK RUST BETWEEN THE MASONRY AND SOLE
PLATES
515 Effectiveness(Steel SURFACE RUST THROUGHOUT THE BEARING AND UP TO 4 1 1 Square Feet
Protective Coatings) 1/4"PACK RUST BETWEEN THE MASONRY AND SOLE
PLATES
General Comments
Span 1 Beam 2 Far Bearing
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 THROUGHOUT THE BEARING AND UP TO 2 1 Each
1/4"PACK RUST BETWEEN THE MASONRY AND SOLE
PLATES
515 Effectiveness(Steel SURFACE RUST THROUGHOUT THE BEARING AND UP TO 4 1 1 Square Feet
Protective Coatings) 1/4"PACK RUST BETWEEN THE MASONRY AND SOLE
PLATES
General Comments
Span 1 Beam 3 Near Bearing
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 THROUGHOUT THE BEARING AND UP TO 2 1 Each
1/4"PACK RUST BETWEEN THE MASONRY AND SOLE
PLATES
515 Effectiveness(Steel SURFACE RUST THROUGHOUT THE BEARING AND UP TO 4 1 1 Square Feet
Protective Coatings) 1/4"PACK RUST BETWEEN THE MASONRY AND SOLE
PLATES
General Comments
Structure Number: 960202 Inspection Date:01/19/2021
Span 1 Beam 3 Far Bearing
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 THROUGHOUT THE BEARING AND UP TO 2 1 Each
1/4"PACK RUST BETWEEN THE MASONRY AND SOLE
PLATES
515 Effectiveness(Steel SURFACE RUST THROUGHOUT THE BEARING AND UP TO 4 1 1 Square Feet
Protective Coatings) 1/4"PACK RUST BETWEEN THE MASONRY AND SOLE
PLATES
General Comments
Span 1 Beam 4 Near Bearing
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 THROUGHOUT THE BEARING AND UP TO 2 1 Each
1/4"PACK RUST BETWEEN THE MASONRY AND SOLE
PLATES
515 Effectiveness(Steel SURFACE RUST THROUGHOUT THE BEARING AND UP TO 4 1 1 Square Feet
Protective Coatings) 1/4"PACK RUST BETWEEN THE MASONRY AND SOLE
PLATES
General Comments
Span 1 Beam 4 Far Bearing
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 THROUGHOUT THE BEARING AND UP TO 2 1 Each
1/4"PACK RUST BETWEEN THE MASONRY AND SOLE
PLATES
515 Effectiveness(Steel SURFACE RUST THROUGHOUT THE BEARING AND UP TO 4 1 1 Square Feet
Protective Coatings) 1/4"PACK RUST BETWEEN THE MASONRY AND SOLE
PLATES
General Comments
Structure Number: 960202 Inspection Date:01/19/2021
Span 2 Deck
Reinforced Concrete Deck
Element Total CS1 CS2 CS3 CS4
Number Element Name Qty Qty Qty Qty Qty
12 Reinforced Concrete Deck 2,047 2,042 5 0 0 Square Feet
Element Maint
Number Defect Type Defect Description CS CS Qty Qty
12 Cracking(RC and 5'OF TRANSVERSE CRACKING WITH EFFLORESCENCE 2 5 5 Square Feet
Other) IN BOTTOM OF DECK AT RANDOM
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 72 0 72 0 0 Feet
515 Steel Protective Coating 1,704 1,618 0 0 86 Square Feet
Element Maint
Number Defect Type Defect Description CS CS Qty Qty
107 Corrosion INTERMITTENT FULL LENGTH SURFACE RUST ON THE 2 72 Feet
WEB AND FLANGES
515 Effectiveness(Steel INTERMITTENT FULL LENGTH SURFACE RUST ON THE 4 86 86 Square Feet
Protective Coatings) WEB AND FLANGES WITH 5%PAINT LOSS
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 72 0 72 0 0 Feet
515 Steel Protective Coating 1,704 1,618 0 0 86 Square Feet
Element Maint
Number Defect Type Defect Description CS CS Qty Qty
107 Corrosion INTERMITTENT FULL LENGTH SURFACE RUST ON THE 2 72 Feet
WEB AND FLANGES
515 Effectiveness(Steel INTERMITTENT FULL LENGTH SURFACE RUST ON THE 4 86 86 Square Feet
Protective Coatings) WEB AND FLANGES WITH 5%PAINT LOSS
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 72 0 72 0 0 Feet
515 Steel Protective Coating 1,704 1,618 0 0 86 Square Feet
Element Maint
Number Defect Type Defect Description CS CS Qty Qty
107 Corrosion INTERMITTENT FULL LENGTH SURFACE RUST ON THE 2 72 Feet
WEB AND FLANGES
515 Effectiveness(Steel INTERMITTENT FULL LENGTH SURFACE RUST ON THE 4 86 86 Square Feet
Protective Coatings) WEB AND FLANGES WITH 5%PAINT LOSS
General Comments
Structure Number: 960202 Inspection Date:01/19/2021
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 72 0 72 0 0 Feet
515 Steel Protective Coating 1,704 1,618 0 0 86 Square Feet
Element Maint
Number Defect Type Defect Description CS CS Qty Qty
107 Corrosion INTERMITTENT FULL LENGTH SURFACE RUST ON THE 2 72 Feet
WEB AND FLANGES
515 Effectiveness(Steel INTERMITTENT FULL LENGTH SURFACE RUST ON THE 4 86 86 Square Feet
Protective Coatings) WEB AND FLANGES WITH 5%PAINT LOSS
General Comments
Span 2 Beam 1 Near Bearing
Other Bearing
Element Total CS1 CS2 CS3 CS4
Number Element Name Qty Qty Qty Qty Qty
316 Other Bearings 1 0 0 1 0 Each
515 Steel Protective Coating 1 0 0 0 1 Square Feet
Element Defect Type Defect Description CS CS Qty Qty
Number Qty
316 Corrosion CORROSION THROUGHOUT THE BEARING WITH 1-1/8" 3 1 1 Each
REMAINING AND UP TO 1/4"PACK RUST BETWEEN THE
MASONRY AND SOLE PLATES
515 Effectiveness(Steel CORROSION THROUGHOUT THE BEARING WITH 1-1/8" 4 1 1 Square Feet
Protective Coatings) REMAINING AND UP TO 1/4"PACK RUST BETWEEN THE
MASONRY AND SOLE PLATES
General Comments
Span 2 Beam 1 Far Bearing
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 THROUGHOUT THE BEARING AND UP TO 2 1 Each
1/4"PACK RUST BETWEEN THE MASONRY AND SOLE
PLATES
515 Effectiveness(Steel SURFACE RUST THROUGHOUT THE BEARING AND UP TO 4 1 1 Square Feet
Protective Coatings) 1/4"PACK RUST BETWEEN THE MASONRY AND SOLE
PLATES
General Comments
Structure Number: 960202 Inspection Date:01/19/2021
Span 2 Beam 2 Near Bearing
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 THROUGHOUT THE BEARING AND UP TO 2 1 Each
1/4"PACK RUST BETWEEN THE MASONRY AND SOLE
PLATES
515 Effectiveness(Steel SURFACE RUST THROUGHOUT THE BEARING AND UP TO 4 1 1 Square Feet
Protective Coatings) 1/4"PACK RUST BETWEEN THE MASONRY AND SOLE
PLATES
General Comments
Span 2 Beam 2 Far Bearing
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 THROUGHOUT THE BEARING AND UP TO 2 1 Each
1/4"PACK RUST BETWEEN THE MASONRY AND SOLE
PLATES
515 Effectiveness(Steel SURFACE RUST THROUGHOUT THE BEARING AND UP TO 4 1 1 Square Feet
Protective Coatings) 1/4"PACK RUST BETWEEN THE MASONRY AND SOLE
PLATES
General Comments
Span 2 Beam 3 Near Bearing
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 THROUGHOUT THE BEARING AND UP TO 2 1 Each
1/4"PACK RUST BETWEEN THE MASONRY AND SOLE
PLATES
515 Effectiveness(Steel SURFACE RUST THROUGHOUT THE BEARING AND UP TO 4 1 1 Square Feet
Protective Coatings) 1/4"PACK RUST BETWEEN THE MASONRY AND SOLE
PLATES
General Comments
Structure Number: 960202 Inspection Date:01/19/2021
Span 2 Beam 3 Far Bearing
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 THROUGHOUT THE BEARING AND UP TO 2 1 Each
1/4"PACK RUST BETWEEN THE MASONRY AND SOLE
PLATES
515 Effectiveness(Steel SURFACE RUST THROUGHOUT THE BEARING AND UP TO 4 1 1 Square Feet
Protective Coatings) 1/4"PACK RUST BETWEEN THE MASONRY AND SOLE
PLATES
General Comments
Span 2 Beam 4 Near Bearing
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 THROUGHOUT THE BEARING AND UP TO 2 1 Each
1/4"PACK RUST BETWEEN THE MASONRY AND SOLE
PLATES
515 Effectiveness(Steel SURFACE RUST THROUGHOUT THE BEARING AND UP TO 4 1 1 Square Feet
Protective Coatings) 1/4"PACK RUST BETWEEN THE MASONRY AND SOLE
PLATES
General Comments
Span 2 Beam 4 Far Bearing
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 THROUGHOUT THE BEARING AND UP TO 2 1 Each
1/4"PACK RUST BETWEEN THE MASONRY AND SOLE
PLATES
515 Effectiveness(Steel SURFACE RUST THROUGHOUT THE BEARING AND UP TO 4 1 1 Square Feet
Protective Coatings) 1/4"PACK RUST BETWEEN THE MASONRY AND SOLE
PLATES
General Comments
Structure Number: 960202 Inspection Date:01/19/2021
Span 2 Expansion Joint, Bent 1
Standard Joint
Element Total CS1 CS2 CS3 CS4
Number Element Name Qty Qty Qty Qty Qty
301 Pourable Joint Seal 30 28 2 0 0 Feet
Element Maint
Number Defect Type Defect Description CS CS Qty Qty
301 Debris Impaction V OF DEBRIS IMPACTION IN EAST AND WEST 2 2 Feet
SHOULDERS
General Comments
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 72 0 72 0 0 Feet
515 Steel Protective Coating 1,704 1,618 0 0 86 Square Feet
Element Maint
Number Defect Type Defect Description CS CS Qty Qty
107 Corrosion INTERMITTENT FULL LENGTH SURFACE RUST ON THE 2 72 Feet
WEB AND FLANGES
515 Effectiveness(Steel INTERMITTENT FULL LENGTH SURFACE RUST ON THE 4 86 86 Square Feet
Protective Coatings) WEB AND FLANGES WITH 5%PAINT LOSS
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 72 0 72 0 0 Feet
515 Steel Protective Coating 1,704 1,618 0 0 86 Square Feet
Element Maint
Number Defect Type Defect Description CS CS Qty Qty
107 Corrosion INTERMITTENT FULL LENGTH SURFACE RUST ON THE 2 72 Feet
WEB AND FLANGES
515 Effectiveness(Steel INTERMITTENT FULL LENGTH SURFACE RUST ON THE 4 86 86 Square Feet
Protective Coatings) WEB AND FLANGES WITH 5%PAINT LOSS
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 72 0 71 0 1 Feet
515 Steel Protective Coating 1,704 1,617 0 0 87 Square Feet
Element Maint
Number Defect Type Defect Description CS CS Qty Qty
107 Corrosion (PAR)12"WIDE X 10"LONG AREA OF DELAMINATED 4 1 1 Feet
STEEL WITH 1/2"REMAINING(GREATER THAN 25%
SECTION LOSS)IN THE BOTTOM LEFT FLANGE AT THE
END OF THE BEAM AT BENT 3
107 Corrosion INTERMITTENT FULL LENGTH SURFACE RUST ON THE 2 71 Feet
WEB AND FLANGES
Structure Number: 960202 Inspection Date:01/19/2021
515 Effectiveness(Steel 12"WIDE X 10"LONG AREA OF CORROSION WITH 1/2" 4 1 1 Square Feet
Protective Coatings) REMAINING(GREATER THAN 25%SECTION LOSS)IN THE
BOTTOM LEFT FLANGE AT THE END OF THE BEAM AT
BENT 3
515 Effectiveness(Steel INTERMITTENT FULL LENGTH SURFACE RUST ON THE 4 86 86 Square Feet
Protective Coatings) WEB AND FLANGES WITH 5%PAINT LOSS
General Comments
Span 3 Beam 4
Plate Girder
Element Total CS1 CS2 CS3 CS4
Number Element Name Qty Qty Qty Qty Qty
107 Steel Open Girder/Beam 72 0 68 4 0 Feet
515 Steel Protective Coating 1,704 1,624 0 0 80 Square Feet
Element Maint
Number Defect Type Defect Description CS CS Qty Qty
107 Corrosion 4'LONG X FULL WIDTH AREA OF CORROSION WITH 1/16" 3 4 4 Feet
SECTION LOSS(LESS THAN 25%SECTION LOSS)IN THE
BOTTOM FLANGE AND 4'LONG X UP TO 5"HIGH AREA OF
CORROSION WITH 1/16"SECTION LOSS(LESS THAN 25%
SECTION LOSS)IN THE RIGHT SIDE OF WEB AT BENT 3
107 Corrosion INTERMITTENT FULL LENGTH SURFACE RUST ON THE 2 68 Feet
WEB AND FLANGES
515 Effectiveness(Steel 4'LONG X FULL WIDTH AREA OF CORROSION WITH 1/16" 4 8 8 Square Feet
Protective Coatings) SECTION LOSS(LESS THAN 25%SECTION LOSS)IN THE
BOTTOM FLANGE AND 4'LONG X UP TO 5"HIGH AREA OF
CORROSION WITH 1/16"SECTION LOSS(LESS THAN 25%
SECTION LOSS)IN THE RIGHT SIDE OF WEB AT BENT 3
515 Effectiveness(Steel INTERMITTENT FULL LENGTH SURFACE RUST ON THE 4 72 72 Square Feet
Protective Coatings) WEB AND FLANGES WITH 5%PAINT LOSS
General Comments
Span 3 Beam 1 Near Bearing
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 THROUGHOUT THE BEARING AND UP TO 2 1 Each
1/4"PACK RUST BETWEEN THE MASONRY AND SOLE
PLATES
515 Effectiveness(Steel SURFACE RUST THROUGHOUT THE BEARING AND UP TO 4 1 1 Square Feet
Protective Coatings) 1/4"PACK RUST BETWEEN THE MASONRY AND SOLE
PLATES
General Comments
Span 3 Beam 1 Far Bearing
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
Structure Number: 960202 Inspection Date:01/19/2021
316 Corrosion CORROSION THROUGHOUT THE BEARING WITH 1/32" 2 1 Each
SECTION LOSS AND UP TO 1/4"PACK RUST BETWEEN
THE MASONRY AND SOLE PLATES
515 Effectiveness(Steel CORROSION THROUGHOUT THE BEARING WITH 1/32" 4 1 1 Square Feet
Protective Coatings) SECTION LOSS AND UP TO 1/4"PACK RUST BETWEEN
THE MASONRY AND SOLE PLATES
General Comments
Span 3 Beam 2 Near Bearing
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 THROUGHOUT THE BEARING AND UP TO 2 1 Each
1/4"PACK RUST BETWEEN THE MASONRY AND SOLE
PLATES
515 Effectiveness(Steel SURFACE RUST THROUGHOUT THE BEARING AND UP TO 4 1 1 Square Feet
Protective Coatings) 1/4"PACK RUST BETWEEN THE MASONRY AND SOLE
PLATES
General Comments
Span 3 Beam 2 Far Bearing
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 THROUGHOUT THE BEARING AND UP TO 2 1 Each
1/4"PACK RUST BETWEEN THE MASONRY AND SOLE
PLATES
515 Effectiveness(Steel SURFACE RUST THROUGHOUT THE BEARING AND UP TO 4 1 1 Square Feet
Protective Coatings) 1/4"PACK RUST BETWEEN THE MASONRY AND SOLE
PLATES
General Comments
Span 3 Beam 3 Near Bearing
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 THROUGHOUT THE BEARING AND UP TO 2 1 Each
1/4"PACK RUST BETWEEN THE MASONRY AND SOLE
PLATES
515 Effectiveness(Steel SURFACE RUST THROUGHOUT THE BEARING AND UP TO 4 1 1 Square Feet
Protective Coatings) 1/4"PACK RUST BETWEEN THE MASONRY AND SOLE
PLATES
General Comments
Structure Number: 960202 Inspection Date:01/19/2021
Span 3 Beam 3 Far Bearing
Other Bearing
Element Total CS1 CS2 CS3 CS4
Number Element Name Qty Qty Qty Qty Qty
316 Other Bearings 1 0 0 1 0 Each
515 Steel Protective Coating 1 0 0 0 1 Square Feet
Element Maint
Number Defect Type Defect Description CS CS Qty Qty
316 Corrosion CORROSION THROUGHOUT THE BEARING WITH 1" 3 1 1 Each
REMAINING(LESS THAN 25%SECTION LOSS)IN THE
MASONRY PLATE AND UP TO 1/4"PACK RUST BETWEEN
THE MASONRY AND SOLE PLATES
515 Effectiveness(Steel CORROSION THROUGHOUT THE BEARING WITH 1" 4 1 1 Square Feet
Protective Coatings) REMAINING(LESS THAN 25%SECTION LOSS)IN THE
MASONRY PLATE AND UP TO 1/4"PACK RUST BETWEEN
THE MASONRY AND SOLE PLATES
General Comments
Span 3 Beam 4 Near Bearing
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 THROUGHOUT THE BEARING AND UP TO 2 1 Each
1/4"PACK RUST BETWEEN THE MASONRY AND SOLE
PLATES
515 Effectiveness(Steel SURFACE RUST THROUGHOUT THE BEARING AND UP TO 4 1 1 Square Feet
Protective Coatings) 1/4"PACK RUST BETWEEN THE MASONRY AND SOLE
PLATES
General Comments
Span 3 Beam 4 Far Bearing
Other Bearing
Element Total CS1 CS2 CS3 CS4
Number Element Name Qty Qty Qty Qty Qty
316 Other Bearings 1 0 0 1 0 Each
515 Steel Protective Coating 1 0 0 0 1 Square Feet
Element Maint
Number Defect Type Defect Description CS CS Qty Qty
316 Corrosion CORROSION THROUGHOUT THE BEARING WITH 1" 3 1 1 Each
REMAINING(LESS THAN 25%SECTION LOSS)IN THE
MASONRY PLATE AND UP TO 1/4"PACK RUST BETWEEN
THE MASONRY AND SOLE PLATES
515 Effectiveness(Steel CORROSION THROUGHOUT THE BEARING WITH 1" 4 1 1 Square Feet
Protective Coatings) REMAINING(LESS THAN 25%SECTION LOSS)IN THE
MASONRY PLATE AND UP TO 1/4"PACK RUST BETWEEN
THE MASONRY AND SOLE PLATES
General Comments
Structure Number: 960202 Inspection Date:01/19/2021
Span 3 Expansion Joint, Bent 2
Standard Joint
Element Total CS1 CS2 CS3 CS4
Number Element Name Qty Qty Qty Qty Qty
301 Pourable Joint Seal 30 28 2 0 0 Feet
Element Maint
Number Defect Type Defect Description CS CS Qty Qty
301 Debris Impaction 1'OF DEBRIS IMPACTION IN EAST AND WEST 2 2 Feet
SHOULDERS
General Comments
Span 4 Beam 1
Plate Girder
Element Total CS1 CS2 CS3 CS4
Number Element Name Qty Qty Qty Qty Qty
107 Steel Open Girder/Beam 72 0 70 2 0 Feet
515 Steel Protective Coating 1,704 1,614 0 0 90 Square Feet
Element Maint
Number Defect Type Defect Description CS CS Qty Qty
107 Corrosion 1'-2"LONG X 2"HIGH AREA OF CORROSION WITH 1/16" 3 2 2 Feet
SECTION LOSS(LESS THAN 25%SECTION LOSS)IN THE
TOP LEFT SIDE OF THE WEB AT THE END OF THE BEAM
AT BENT 4
107 Damage 3"HIGH X 6"WIDE X 1"DEEP SPALLED AREA IN THE END 3 1 Feet
DIAPHRAGM BELOW THE WEST OVERHANG ADJACENT
TO BEAM 1 AT BENT 4
107 Corrosion 8'LONG X FULL WIDTH AREA OF SURFACE RUST AND 2 6 Feet
PITTING WITH 1/32"SECTION LOSS(LESS THAN 25%
SECTION LOSS)IN THE BOTTOM FLANGE AND 8'LONG X
UP TO 5"HIGH AREA OF SURFACE RUST AND PITTING
WITH 1/32"SECTION LOSS(LESS THAN 25%SECTION
LOSS)IN THE LEFT SIDE OF WEB AT BENT 4
107 Corrosion INTERMITTENT FULL LENGTH SURFACE RUST ON THE 2 64 Feet
WEB AND FLANGES
515 Effectiveness(Steel V-2"LONG X 2"HIGH AREA OF CORROSION WITH 1/16" 4 2 2 Square Feet
Protective Coatings) SECTION LOSS(LESS THAN 25%SECTION LOSS)IN THE
TOP LEFT SIDE OF THE WEB AT THE END OF THE BEAM
AT BENT 4
515 Effectiveness(Steel 8'LONG X FULL WIDTH AREA OF SURFACE RUST AND 4 16 16 Square Feet
Protective Coatings) PITTING WITH 1/32"SECTION LOSS(LESS THAN 25%
SECTION LOSS)IN THE BOTTOM FLANGE AND 8'LONG X
UP TO 5"HIGH AREA OF SURFACE RUST AND PITTING
WITH 1/32"SECTION LOSS(LESS THAN 25%SECTION
LOSS)IN THE LEFT SIDE OF WEB AT BENT 4
515 Effectiveness(Steel INTERMITTENT FULL LENGTH SURFACE RUST ON THE 4 72 72 Square Feet
Protective Coatings) WEB AND FLANGES WITH 5%PAINT LOSS
General Comments
Span 4 Beam 2
Plate Girder
Element Total CS1 CS2 CS3 CS4
Number Element Name Qty Qty Qty Qty Qty
107 Steel Open Girder/Beam 72 0 72 0 0 Feet
515 Steel Protective Coating 1,704 1,618 0 0 86 Square Feet
Element Maint
Number Defect Type Defect Description CS CS Qty Qty
107 Corrosion INTERMITTENT FULL LENGTH SURFACE RUST ON THE 2 72 Feet
WEB AND FLANGES
Structure Number: 960202 Inspection Date:01/19/2021
515 Effectiveness(Steel INTERMITTENT FULL LENGTH SURFACE RUST ON THE 4 86 86 Square Feet
Protective Coatings) WEB AND FLANGES WITH 5%PAINT LOSS
General Comments
Span 4 Beam 3
Plate Girder
Element Total CS1 CS2 CS3 CS4
Number Element Name Qty Qty Qty Qty Qty
107 Steel Open Girder/Beam 72 0 72 0 0 Feet
515 Steel Protective Coating 1,704 1,618 0 0 86 Square Feet
Element Maint
Number Defect Type Defect Description CS CS Qty Qty
107 Corrosion INTERMITTENT FULL LENGTH SURFACE RUST ON THE 2 72 Feet
WEB AND FLANGES
515 Effectiveness(Steel INTERMITTENT FULL LENGTH SURFACE RUST ON THE 4 86 86 Square Feet
Protective Coatings) WEB AND FLANGES WITH 5%PAINT LOSS
General Comments
Span 4 Beam 4
Plate Girder
Element Total CS1 CS2 CS3 CS4
Number Element Name Qty Qty Qty Qty Qty
107 Steel Open Girder/Beam 72 0 68 4 0 Feet
515 Steel Protective Coating 1,704 1,610 0 0 94 Square Feet
Element Maint
Number Defect Type Defect Description CS CS Qty Qty
107 Corrosion 4'LONG X FULL WIDTH AREA OF CORROSION WITH 1/16" 3 4 4 Feet
SECTION LOSS(LESS THAN 25%SECTION LOSS)IN THE
BOTTOM FLANGE AND 4'LONG X UP TO 5"HIGH AREA OF
CORROSION WITH 1/16"SECTION LOSS(LESS THAN 25%
SECTION LOSS)IN THE RIGHT SIDE OF WEB AT BENT 3
107 Corrosion INTERMITTENT FULL LENGTH SURFACE RUST ON THE 2 68 Feet
WEB AND FLANGES
515 Effectiveness(Steel 4'LONG X FULL WIDTH AREA OF CORROSION WITH 1/16" 4 8 8 Square Feet
Protective Coatings) SECTION LOSS(LESS THAN 25%SECTION LOSS)IN THE
BOTTOM FLANGE AND 4'LONG X UP TO 5"HIGH AREA OF
CORROSION WITH 1/16"SECTION LOSS(LESS THAN 25%
SECTION LOSS)IN THE RIGHT SIDE OF WEB AT BENT 3
515 Effectiveness(Steel INTERMITTENT FULL LENGTH SURFACE RUST ON THE 4 86 86 Square Feet
Protective Coatings) WEB AND FLANGES WITH 5%PAINT LOSS
General Comments
Span 4 Left Bridge Rail
Concrete Railing
Element Total CS1 CS2 CS3 CS4
Number Element Name Qty Qty Qty Qty Qty
331 Reinforced Concrete Bridge Railing 72 0 0 72 0 Feet
Element Maint
Number Defect Type Defect Description CS CS Qty Qty
331 Delamination/Spall FULL LENGTH X FULL WIDTH X 1/2"DEEP SCALING AND 3 72 72 Feet
SPALLING ON THE WEST BRIDGE RAIL
General Comments
Structure Number: 960202 Inspection Date:01/19/2021
Span 4 Right Bridge Rail
Concrete Railing
Element Total CS1 CS2 CS3 CS4
Number Element Name Qty Qty Qty Qty Qty
331 Reinforced Concrete Bridge Railing 72 0 0 72 0 Feet
Element Maint
Number Defect Type Defect Description CS CS Qty Qty
331 Delamination/Spall FULL LENGTH X FULL WIDTH X 1/2"DEEP SCALING AND 3 72 72 Feet
SPALLING ON THE EAST BRIDGE RAIL
General Comments
Span 4 Beam 1 Near Bearing
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 THROUGHOUT THE BEARING AND UP TO 2 1 Each
1/4"PACK RUST BETWEEN THE MASONRY AND SOLE
PLATES
515 Effectiveness(Steel SURFACE RUST THROUGHOUT THE BEARING AND UP TO 4 1 1 Square Feet
Protective Coatings) 1/4"PACK RUST BETWEEN THE MASONRY AND SOLE
PLATES
General Comments
Span 4 Beam 1 Far Bearing
Other Bearing
Element Total CS1 CS2 CS3 CS4
Number Element Name Qty Qty Qty Qty Qty
316 Other Bearings 1 0 0 1 0 Each
515 Steel Protective Coating 1 0 0 0 1 Square Feet
Element Maint
Number Defect Type Defect Description CS CS Qty Qty
316 Corrosion CORROSION THROUGHOUT THE BEARING WITH 1-1/8" 3 1 1 Each
REMAINING(LESS THAN 25%SECTION LOSS)IN THE
MASONRY PLATE AND UP TO 1/4"PACK RUST BETWEEN
THE MASONRY AND SOLE PLATES
515 Effectiveness(Steel CORROSION THROUGHOUT THE BEARING WITH 1-1/8" 4 1 1 Square Feet
Protective Coatings) REMAINING(LESS THAN 25%SECTION LOSS)IN THE
MASONRY PLATE AND UP TO 1/4"PACK RUST BETWEEN
THE MASONRY AND SOLE PLATES
General Comments
Span 4 Beam 2 Near Bearing
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
Structure Number: 960202 Inspection Date:01/19/2021
316 Corrosion SURFACE RUST THROUGHOUT THE BEARING AND UP TO 2 1 Each
1/4"PACK RUST BETWEEN THE MASONRY AND SOLE
PLATES
515 Effectiveness(Steel SURFACE RUST THROUGHOUT THE BEARING AND UP TO 4 1 1 Square Feet
Protective Coatings) 1/4"PACK RUST BETWEEN THE MASONRY AND SOLE
PLATES
General Comments
Span 4 Beam 2 Far Bearing
Other Bearing
Element Total CS1 CS2 CS3 CS4
Number Element Name Qty Qty Qty Qty Qty
316 Other Bearings 1 0 0 1 0 Each
515 Steel Protective Coating 1 0 0 0 1 Square Feet
Element Maint
Number Defect Type Defect Description CS CS Qty Qty
316 Corrosion CORROSION THROUGHOUT THE BEARING WITH 1-1/8" 3 1 1 Each
REMAINING(LESS THAN 25%SECTION LOSS)IN THE
MASONRY PLATE AND UP TO 1/4"PACK RUST BETWEEN
THE MASONRY AND SOLE PLATES
515 Effectiveness(Steel CORROSION THROUGHOUT THE BEARING WITH 1-1/8" 4 1 1 Square Feet
Protective Coatings) REMAINING(LESS THAN 25%SECTION LOSS)IN THE
MASONRY PLATE AND UP TO 1/4"PACK RUST BETWEEN
THE MASONRY AND SOLE PLATES
General Comments
Span 4 Beam 3 Near Bearing
Other Bearing
Element Total CS1 CS2 CS3 CS4
Number Element Name Qty Qty Qty Qty Qty
316 Other Bearings 1 0 0 1 0 Each
515 Steel Protective Coating 1 0 0 0 1 Square Feet
Element Maint
Number Defect Type Defect Description CS CS Qty Qty
316 Corrosion CORROSION THROUGHOUT THE BEARING WITH 1" 3 1 1 Each
REMAINING(LESS THAN 25%SECTION LOSS)IN THE
MASONRY PLATE AND UP TO 1/4"PACK RUST BETWEEN
THE MASONRY AND SOLE PLATES
515 Effectiveness(Steel CORROSION THROUGHOUT THE BEARING WITH 1" 4 1 1 Square Feet
Protective Coatings) REMAINING(LESS THAN 25%SECTION LOSS)IN THE
MASONRY PLATE AND UP TO 1/4"PACK RUST BETWEEN
THE MASONRY AND SOLE PLATES
General Comments
Span 4 Beam 3 Far Bearing
Other Bearing
Element Total CS1 CS2 CS3 CS4
Number Element Name Qty Qty Qty Qty Qty
316 Other Bearings 1 0 0 1 0 Each
515 Steel Protective Coating 1 0 0 0 1 Square Feet
Element Defect Type Defect Description CS CS Qty Qty
Number Qty
316 Corrosion CORROSION THROUGHOUT THE BEARING WITH 1-1/8" 3 1 1 Each
REMAINING(LESS THAN 25%SECTION LOSS)IN THE
MASONRY PLATE AND UP TO 1/4"PACK RUST BETWEEN
THE MASONRY AND SOLE PLATES
Structure Number: 960202 Inspection Date:01/19/2021
515 Effectiveness(Steel CORROSION THROUGHOUT THE BEARING WITH 1-1/8" 4 1 1 Square Feet
Protective Coatings) REMAINING(LESS THAN 25%SECTION LOSS)IN THE
MASONRY PLATE AND UP TO 1/4"PACK RUST BETWEEN
THE MASONRY AND SOLE PLATES
General Comments
Span 4 Beam 4 Near Bearing
Other Bearing
Element Total CS1 CS2 CS3 CS4
Number Element Name Qty Qty Qty Qty Qty
316 Other Bearings 1 0 0 1 0 Each
515 Steel Protective Coating 1 0 0 0 1 Square Feet
Element Maint
Number Defect Type Defect Description CS CS Qty Qty
316 Connection CORROSION ON THE RIGHT ANCHOR BOLT NUT WITH 1- 3 1 Each
1/2"SECTION REMAINING
316 Corrosion CORROSION THROUGHOUT THE BEARING WITH 1-1/8" 3 1 1 Each
REMAINING(LESS THAN 25%SECTION LOSS)IN THE
MASONRY PLATE AND UP TO 1/4"PACK RUST BETWEEN
THE MASONRY AND SOLE PLATES
515 Effectiveness(Steel CORROSION THROUGHOUT THE BEARING WITH 1-1/8" 4 1 1 Square Feet
Protective Coatings) REMAINING(LESS THAN 25%SECTION LOSS)IN THE
MASONRY PLATE AND UP TO 1/4"PACK RUST BETWEEN
THE MASONRY AND SOLE PLATES
General Comments
Span 4 Beam 4 Far Bearing
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 THROUGHOUT THE BEARING AND UP TO 2 1 Each
1/4"PACK RUST BETWEEN THE MASONRY AND SOLE
PLATES
515 Effectiveness(Steel SURFACE RUST THROUGHOUT THE BEARING AND UP TO 4 1 1 Square Feet
Protective Coatings) 1/4"PACK RUST BETWEEN THE MASONRY AND SOLE
PLATES
General Comments
Span 4 Expansion Joint, Bent 3
Standard Joint
Element Total CS1 CS2 CS3 CS4
Number Element Name Qty Qty Qty Qty Qty
301 Pourable Joint Seal 30 28 2 0 0 Feet
Element Maint
Number Defect Type Defect Description CS CS Qty Qty
301 Debris Impaction V OF DEBRIS IMPACTION IN EAST AND WEST 2 2 Feet
SHOULDERS
General Comments
Structure Number: 960202 Inspection Date:01/19/2021
Span 5 Deck
Reinforced Concrete Deck
Element Total CS1 CS2 CS3 CS4
Number Element Name Qty Qty Qty Qty Qty
12 Reinforced Concrete Deck 2,047 2,042 5 0 0 Square Feet
Element Maint
Number Defect Type Defect Description CS CS Qty Qty
12 Cracking(RC and 5'OF TRANSVERSE CRACKING WITH EFFLORESCENCE 2 5 5 Square Feet
Other) IN BOTTOM OF DECK IN BAYS 1 AND 3 AT BENT 5
General Comments
Span 5 Beam 1
Plate Girder
Element Total CS1 CS2 CS3 CS4
Number Element Name Qty Qty Qty Qty Qty
107 Steel Open Girder/Beam 72 0 72 0 0 Feet
515 Steel Protective Coating 1,704 1,618 0 0 86 Square Feet
Element Maint
Number Defect Type Defect Description CS CS Qty Qty
107 Corrosion INTERMITTENT FULL LENGTH SURFACE RUST ON THE 2 72 Feet
WEB AND FLANGES
107 Damage 2"WIDE X 3"HIGH X 1"DEEP SPALLED AREA IN THE END 2 Feet
DIAPHRAGM IN THE WEST OVERHANG ADJACENT TO
BEAM 1 AT BENT 5
515 Effectiveness(Steel INTERMITTENT FULL LENGTH SURFACE RUST ON THE 4 86 86 Square Feet
Protective Coatings) WEB AND FLANGES WITH 5%PAINT LOSS
General Comments
Span 5 Beam 2
Plate Girder
Element Total CS1 CS2 CS3 CS4
Number Element Name Qty Qty Qty Qty Qty
107 Steel Open Girder/Beam 72 0 72 0 0 Feet
515 Steel Protective Coating 1,704 1,618 0 0 86 Square Feet
Element Defect Type Defect Description CS CS Qty Qty
Number Qty
107 Corrosion INTERMITTENT FULL LENGTH SURFACE RUST ON THE 2 72 Feet
WEB AND FLANGES
515 Effectiveness(Steel INTERMITTENT FULL LENGTH SURFACE RUST ON THE 4 86 86 Square Feet
Protective Coatings) WEB AND FLANGES WITH 5%PAINT LOSS
General Comments
Span 5 Beam 3
Plate Girder
Element Total CS1 CS2 CS3 CS4
Number Element Name Qty Qty Qty Qty Qty
107 Steel Open Girder/Beam 72 0 72 0 0 Feet
515 Steel Protective Coating 1,704 1,618 0 0 86 Square Feet
Element Maint
Number Defect Type Defect Description CS CS Qty Qty
107 Corrosion INTERMITTENT FULL LENGTH SURFACE RUST ON THE 2 72 Feet
WEB AND FLANGES
Structure Number: 960202 Inspection Date:01/19/2021
515 Effectiveness(Steel INTERMITTENT FULL LENGTH SURFACE RUST ON THE 4 86 86 Square Feet
Protective Coatings) WEB AND FLANGES WITH 5%PAINT LOSS
General Comments
Span 5 Beam 4
Plate Girder
Element Total CS1 CS2 CS3 CS4
Number Element Name Qty Qty Qty Qty Qty
107 Steel Open Girder/Beam 72 2 64 6 0 Feet
515 Steel Protective Coating 1,704 1,620 0 0 84 Square Feet
Element Maint
Number Defect Type Defect Description CS CS Qty Qty
107 Corrosion 6'LONG X FULL WIDTH AREA OF CORROSION WITH 1/32" 3 6 6 Feet
SECTION LOSS(LESS THAN 25%SECTION LOSS)IN THE
BOTTOM FLANGE AND 6'LONG X UP TO 10"HIGH AREA
OF CORROSION WITH 1/32"SECTION LOSS(LESS THAN
25%SECTION LOSS)IN THE RIGHT SIDE OF WEB AT BENT
5
107 Corrosion INTERMITTENT FULL LENGTH SURFACE RUST ON THE 2 64 Feet
WEB AND FLANGES
515 Effectiveness(Steel 6'LONG X FULL WIDTH AREA OF CORROSION WITH 1/32" 4 12 12 Square Feet
Protective Coatings) SECTION LOSS(LESS THAN 25%SECTION LOSS)IN THE
BOTTOM FLANGE AND 6'LONG X UP TO 10"HIGH AREA
OF CORROSION WITH 1/32"SECTION LOSS(LESS THAN
25%SECTION LOSS)IN THE RIGHT SIDE OF WEB AT BENT
5
515 Effectiveness(Steel INTERMITTENT FULL LENGTH SURFACE RUST ON THE 4 72 72 Square Feet
Protective Coatings) WEB AND FLANGES WITH 5%PAINT LOSS
General Comments
Span 5 Beam 1 Near Bearing
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 THROUGHOUT THE BEARING AND UP TO 2 1 Each
1/4"PACK RUST BETWEEN THE MASONRY AND SOLE
PLATES
515 Effectiveness(Steel SURFACE RUST THROUGHOUT THE BEARING AND UP TO 4 1 1 Square Feet
Protective Coatings) 1/4"PACK RUST BETWEEN THE MASONRY AND SOLE
PLATES
General Comments
Span 5 Beam 1 Far Bearing
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 THROUGHOUT THE BEARING AND UP TO 2 1 Each
1/4"PACK RUST BETWEEN THE MASONRY AND SOLE
PLATES
Structure Number: 960202 Inspection Date:01/19/2021
515 Effectiveness(Steel SURFACE RUST THROUGHOUT THE BEARING AND UP TO 4 1 1 Square Feet
Protective Coatings) 1/4"PACK RUST BETWEEN THE MASONRY AND SOLE
PLATES
General Comments
Span 5 Beam 2 Near Bearing
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 Defect Type Defect Description CS CS Qty Qty
Number Qty
316 Corrosion SURFACE RUST THROUGHOUT THE BEARING AND UP TO 2 1 Each
1/4"PACK RUST BETWEEN THE MASONRY AND SOLE
PLATES
515 Effectiveness(Steel SURFACE RUST THROUGHOUT THE BEARING AND UP TO 4 1 1 Square Feet
Protective Coatings) 1/4"PACK RUST BETWEEN THE MASONRY AND SOLE
PLATES
General Comments
Span 5 Beam 2 Far Bearing
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 THROUGHOUT THE BEARING AND UP TO 2 1 Each
1/4"PACK RUST BETWEEN THE MASONRY AND SOLE
PLATES
515 Effectiveness(Steel SURFACE RUST THROUGHOUT THE BEARING AND UP TO 4 1 1 Square Feet
Protective Coatings) 1/4"PACK RUST BETWEEN THE MASONRY AND SOLE
PLATES
General Comments
Span 5 Beam 3 Near Bearing
Other Bearing
Element Total CS1 CS2 CS3 CS4
Number Element Name Qty Qty Qty Qty Qty
316 Other Bearings 1 0 0 1 0 Each
515 Steel Protective Coating 1 0 0 0 1 Square Feet
Element Maint
Number Defect Type Defect Description CS CS Qty Qty
316 Corrosion CORROSION THROUGHOUT THE BEARING WITH 1-1/8" 3 1 1 Each
REMAINING(LESS THAN 25%SECTION LOSS)IN THE
MASONRY PLATE AND UP TO 1/4"PACK RUST BETWEEN
THE MASONRY AND SOLE PLATES
515 Effectiveness(Steel CORROSION THROUGHOUT THE BEARING WITH 1-1/8" 4 1 1 Square Feet
Protective Coatings) REMAINING(LESS THAN 25%SECTION LOSS)IN THE
MASONRY PLATE AND UP TO 1/4"PACK RUST BETWEEN
THE MASONRY AND SOLE PLATES
General Comments
Structure Number: 960202 Inspection Date:01/19/2021
Span 5 Beam 3 Far Bearing
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 THROUGHOUT THE BEARING AND UP TO 2 1 Each
1/4"PACK RUST BETWEEN THE MASONRY AND SOLE
PLATES
515 Effectiveness(Steel SURFACE RUST THROUGHOUT THE BEARING AND UP TO 4 1 1 Square Feet
Protective Coatings) 1/4"PACK RUST BETWEEN THE MASONRY AND SOLE
PLATES
General Comments
Span 5 Beam 4 Near Bearing
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 THROUGHOUT THE BEARING AND UP TO 2 1 Each
1/4"PACK RUST BETWEEN THE MASONRY AND SOLE
PLATES
515 Effectiveness(Steel SURFACE RUST THROUGHOUT THE BEARING AND UP TO 4 1 1 Square Feet
Protective Coatings) 1/4"PACK RUST BETWEEN THE MASONRY AND SOLE
PLATES
General Comments
Span 5 Beam 4 Far Bearing
Other Bearing
Element Total CS1 CS2 CS3 CS4
Number Element Name Qty Qty Qty Qty Qty
316 Other Bearings 1 0 0 1 0 Each
515 Steel Protective Coating 1 0 0 0 1 Square Feet
Element Maint
Number Defect Type Defect Description CS CS Qty Qty
316 Corrosion CORROSION THROUGHOUT THE BEARING WITH 1-1/8" 3 1 1 Each
REMAINING(LESS THAN 25%SECTION LOSS)IN THE
MASONRY PLATE AND UP TO 1/4"PACK RUST BETWEEN
THE MASONRY AND SOLE PLATES
515 Effectiveness(Steel CORROSION THROUGHOUT THE BEARING WITH 1-1/8" 4 1 1 Square Feet
Protective Coatings) REMAINING(LESS THAN 25%SECTION LOSS)IN THE
MASONRY PLATE AND UP TO 1/4"PACK RUST BETWEEN
THE MASONRY AND SOLE PLATES
General Comments
Structure Number: 960202 Inspection Date:01/19/2021
Span 5 Expansion Joint, Bent 4
Standard Joint
Element Total CS1 CS2 CS3 CS4
Number Element Name Qty Qty Qty Qty Qty
301 Pourable Joint Seal 30 28 2 0 0 Feet
Element Maint
Number Defect Type Defect Description CS CS Qty Qty
301 Debris Impaction 1'OF DEBRIS IMPACTION IN EAST AND WEST 2 2 Feet
SHOULDERS
General Comments
Span 6 Beam 1
Plate Girder
Element Total CS1 CS2 CS3 CS4
Number Element Name Qty Qty Qty Qty Qty
107 Steel Open Girder/Beam 72 0 68 4 0 Feet
515 Steel Protective Coating 1,704 1,624 0 0 80 Square Feet
Element Maint
Number Defect Type Defect Description CS CS Qty Qty
107 Corrosion 4'LONG X FULL WIDTH AREA OF CORROSION WITH 1/32" 3 4 4 Feet
SECTION LOSS(LESS THAN 25%SECTION LOSS)IN THE
BOTTOM FLANGE AND 4'LONG X UP TO FULL HEIGHT
AREA OF CORROSION WITH 1/16"SECTION LOSS(LESS
THAN 25%SECTION LOSS)IN THE LEFT SIDE OF WEB AT
BENT 5
107 Corrosion INTERMITTENT FULL LENGTH SURFACE RUST ON THE 2 68 Feet
WEB AND FLANGES
515 Effectiveness(Steel 4'LONG X FULL WIDTH AREA OF CORROSION WITH 1/32" 4 8 8 Square Feet
Protective Coatings) SECTION LOSS(LESS THAN 25%SECTION LOSS)IN THE
BOTTOM FLANGE AND 4'LONG X UP TO FULL HEIGHT
AREA OF CORROSION WITH 1/32"SECTION LOSS(LESS
THAN 25%SECTION LOSS)IN THE LEFT SIDE OF WEB AT
BENT 5
515 Effectiveness(Steel INTERMITTENT FULL LENGTH SURFACE RUST ON THE 4 72 72 Square Feet
Protective Coatings) WEB AND FLANGES WITH 5%PAINT LOSS
General Comments
Span 6 Beam 2
Plate Girder
Element Total CS1 CS2 CS3 CS4
Number Element Name Qty Qty Qty Qty Qty
107 Steel Open Girder/Beam 72 0 72 0 0 Feet
515 Steel Protective Coating 1,704 1,618 0 0 86 Square Feet
Element Maint
Number Defect Type Defect Description CS CS Qty Qty
107 Corrosion INTERMITTENT FULL LENGTH SURFACE RUST ON THE 2 72 Feet
WEB AND FLANGES
515 Effectiveness(Steel INTERMITTENT FULL LENGTH SURFACE RUST ON THE 4 86 86 Square Feet
Protective Coatings) WEB AND FLANGES WITH 5%PAINT LOSS
General Comments
Structure Number: 960202 Inspection Date:01/19/2021
Span 6 Beam 3
Plate Girder
Element Total CS1 CS2 CS3 CS4
Number Element Name Qty Qty Qty Qty Qty
107 Steel Open Girder/Beam 72 0 72 0 0 Feet
515 Steel Protective Coating 1,704 1,618 0 0 86 Square Feet
Element Maint
Number Defect Type Defect Description CS CS Qty Qty
107 Corrosion INTERMITTENT FULL LENGTH SURFACE RUST ON THE 2 72 Feet
WEB AND FLANGES
515 Effectiveness(Steel INTERMITTENT FULL LENGTH SURFACE RUST ON THE 4 86 86 Square Feet
Protective Coatings) WEB AND FLANGES WITH 5%PAINT LOSS
General Comments
Span 6 Beam 4
Plate Girder
Element Total CS1 CS2 CS3 CS4
Number Element Name Qty Qty Qty Qty Qty
107 Steel Open Girder/Beam 72 0 64 8 0 Feet
515 Steel Protective Coating 1,704 1,617 0 0 87 Square Feet
Element Maint
Number Defect Type Defect Description CS CS Qty Qty
107 Corrosion 4'LONG X FULL WIDTH AREA OF CORROSION WITH 1/16" 3 4 4 Feet
SECTION LOSS(LESS THAN 25%SECTION LOSS)IN THE
BOTTOM FLANGE AND X LONG X UP TO 8"HIGH AREA OF
CORROSION WITH 1/32"SECTION LOSS(LESS THAN 25%
SECTION LOSS)IN THE RIGHT SIDE OF WEB AT BENT 6
107 Corrosion 4'LONG X FULL WIDTH AREA OF CORROSION WITH 1/32" 3 4 4 Feet
SECTION LOSS(LESS THAN 25%SECTION LOSS)IN THE
BOTTOM FLANGE AND 4'LONG X UP TO 10"HIGH AREA
OF CORROSION WITH 1/32"SECTION LOSS(LESS THAN
25%SECTION LOSS)IN THE RIGHT SIDE OF WEB AT BENT
5
107 Corrosion INTERMITTENT FULL LENGTH SURFACE RUST ON THE 2 64 Feet
WEB AND FLANGES
515 Effectiveness(Steel 4'LONG X FULL WIDTH AREA OF CORROSION WITH 1/16" 4 7 7 Square Feet
Protective Coatings) SECTION LOSS(LESS THAN 25%SECTION LOSS)IN THE
BOTTOM FLANGE AND 3'LONG X UP TO 8"HIGH AREA OF
CORROSION WITH 1/32"SECTION LOSS(LESS THAN 25%
SECTION LOSS)IN THE RIGHT SIDE OF WEB AT BENT 6
515 Effectiveness(Steel 4'LONG X FULL WIDTH AREA OF CORROSION WITH 1/32" 4 8 8 Square Feet
Protective Coatings) SECTION LOSS(LESS THAN 25%SECTION LOSS)IN THE
BOTTOM FLANGE AND 4'LONG X UP TO 10"HIGH AREA
OF CORROSION WITH 1/32"SECTION LOSS(LESS THAN
25%SECTION LOSS)IN THE RIGHT SIDE OF WEB AT BENT
5
515 Effectiveness(Steel INTERMITTENT FULL LENGTH SURFACE RUST ON THE 4 72 72 Square Feet
Protective Coatings) WEB AND FLANGES WITH 5%PAINT LOSS
General Comments
Span 6 Beam 1 Near Bearing
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 Defect Type Defect Description CS CS Qty Qty
Number Qty
Structure Number: 960202 Inspection Date:01/19/2021
316 Corrosion SURFACE RUST THROUGHOUT THE BEARING AND UP TO 2 1 Each
1/4"PACK RUST BETWEEN THE MASONRY AND SOLE
PLATES
515 Effectiveness(Steel SURFACE RUST THROUGHOUT THE BEARING AND UP TO 4 1 1 Square Feet
Protective Coatings) 1/4"PACK RUST BETWEEN THE MASONRY AND SOLE
PLATES
General Comments
Span 6 Beam 1 Far Bearing
Other Bearing
Element Total CS1 CS2 CS3 CS4
Number Element Name Qty Qty Qty Qty Qty
316 Other Bearings 1 0 0 1 0 Each
515 Steel Protective Coating 1 0 0 0 1 Square Feet
Element Maint
Number Defect Type Defect Description CS CS Qty Qty
316 Corrosion CORROSION THROUGHOUT THE BEARING WITH 1/16" 3 1 1 Each
SECTION LOSS IN THE MASONRY PLATE AND UP TO 1/4"
PACK RUST BETWEEN THE MASONRY AND SOLE PLATES
515 Effectiveness(Steel CORROSION THROUGHOUT THE BEARING WITH 1/16" 4 1 1 Square Feet
Protective Coatings) SECTION LOSS IN THE MASONRY PLATE AND UP TO 1/4"
PACK RUST BETWEEN THE MASONRY AND SOLE PLATES
General Comments
Span 6 Beam 2 Near Bearing
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 THROUGHOUT THE BEARING AND UP TO 2 1 Each
1/4"PACK RUST BETWEEN THE MASONRY AND SOLE
PLATES
515 Effectiveness(Steel SURFACE RUST THROUGHOUT THE BEARING AND UP TO 4 1 1 Square Feet
Protective Coatings) 1/4"PACK RUST BETWEEN THE MASONRY AND SOLE
PLATES
General Comments
Span 6 Beam 2 Far Bearing
Other Bearing
Element Total CS1 CS2 CS3 CS4
Number Element Name Qty Qty Qty Qty Qty
316 Other Bearings 1 0 0 1 0 Each
515 Steel Protective Coating 1 0 0 0 1 Square Feet
Element Maint
Number Defect Type Defect Description CS CS Qty Qty
316 Corrosion CORROSION THROUGHOUT THE BEARING WITH 1-1/8" 3 1 1 Each
REMAINING(LESS THAN 25%SECTION LOSS)IN THE
MASONRY PLATE AND UP TO 1/4"PACK RUST BETWEEN
THE MASONRY AND SOLE PLATES
515 Effectiveness(Steel CORROSION THROUGHOUT THE BEARING WITH 1-1/8" 4 1 1 Square Feet
Protective Coatings) REMAINING(LESS THAN 25%SECTION LOSS)IN THE
MASONRY PLATE AND UP TO 1/4"PACK RUST BETWEEN
THE MASONRY AND SOLE PLATES
Structure Number: 960202 Inspection Date:01/19/2021
General Comments
Span 6 Beam 3 Near Bearing
Other Bearing
Element Total CS1 CS2 CS3 CS4
Number Element Name Qty Qty Qty Qty Qty
316 Other Bearings 1 0 0 1 0 Each
515 Steel Protective Coating 1 0 0 0 1 Square Feet
Element Maint
Number Defect Type Defect Description CS CS Qty Qty
316 Corrosion CORROSION THROUGHOUT THE BEARING WITH 1/32" 3 1 1 Each
SECTION LOSS IN THE MASONRY PLATE AND UP TO 1/4"
PACK RUST BETWEEN THE MASONRY AND SOLE PLATES
515 Effectiveness(Steel CORROSION THROUGHOUT THE BEARING WITH 1/32" 4 1 1 Square Feet
Protective Coatings) SECTION LOSS IN THE MASONRY PLATE AND UP TO 1/4"
PACK RUST BETWEEN THE MASONRY AND SOLE PLATES
General Comments
Span 6 Beam 3 Far Bearing
Other Bearing
Element Total CS1 CS2 CS3 CS4
Number Element Name Qty Qty Qty Qty Qty
316 Other Bearings 1 0 0 1 0 Each
515 Steel Protective Coating 1 0 0 0 1 Square Feet
Element Maint
Number Defect Type Defect Description CS CS Qty Qty
316 Corrosion CORROSION THROUGHOUT THE BEARING WITH 1" 3 1 1 Each
REMAINING(LESS THAN 25%SECTION LOSS)IN THE
MASONRY PLATE AND UP TO 1/4"PACK RUST BETWEEN
THE MASONRY AND SOLE PLATES
515 Effectiveness(Steel CORROSION THROUGHOUT THE BEARING WITH 1" 4 1 1 Square Feet
Protective Coatings) REMAINING(LESS THAN 25%SECTION LOSS)IN THE
MASONRY PLATE AND UP TO 1/4"PACK RUST BETWEEN
THE MASONRY AND SOLE PLATES
General Comments
Span 6 Beam 4 Near Bearing
Other Bearing
Element Total CS1 CS2 CS3 CS4
Number Element Name Qty Qty Qty Qty Qty
316 Other Bearings 1 0 0 1 0 Each
515 Steel Protective Coating 1 0 0 0 1 Square Feet
Element Maint
Number Defect Type Defect Description CS CS Qty Qty
316 Corrosion CORROSION THROUGHOUT THE BEARING WITH 1/16" 3 1 1 Each
SECTION LOSS IN THE MASONRY PLATE AND UP TO 1/4"
PACK RUST BETWEEN THE MASONRY AND SOLE PLATES
515 Effectiveness(Steel CORROSION THROUGHOUT THE BEARING WITH 1/16" 4 1 1 Square Feet
Protective Coatings) SECTION LOSS IN THE MASONRY PLATE AND UP TO 1/4"
PACK RUST BETWEEN THE MASONRY AND SOLE PLATES
General Comments
Structure Number: 960202 Inspection Date:01/19/2021
Span 6 Beam 4 Far Bearing
Other Bearing
Element Total CS1 CS2 CS3 CS4
Number Element Name Qty Qty Qty Qty Qty
316 Other Bearings 1 0 0 1 0 Each
515 Steel Protective Coating 1 0 0 0 1 Square Feet
Element Maint
Number Defect Type Defect Description CS CS Qty Qty
316 Corrosion CORROSION THROUGHOUT THE BEARING WITH 1/32" 3 1 1 Each
SECTION LOSS IN THE MASONRY PLATE AND UP TO 1/4"
PACK RUST BETWEEN THE MASONRY AND SOLE PLATES
515 Effectiveness(Steel CORROSION THROUGHOUT THE BEARING WITH 1/32" 4 1 1 Square Feet
Protective Coatings) SECTION LOSS IN THE MASONRY PLATE AND UP TO 1/4"
PACK RUST BETWEEN THE MASONRY AND SOLE PLATES
General Comments
Span 7 Deck
Reinforced Concrete Deck
Element Total CS1 CS2 CS3 CS4
Number Element Name Qty Qty Qty Qty Qty
12 Reinforced Concrete Deck 2,047 2,026 21 0 0 Square Feet
Element Maint
Number Defect Type Defect Description CS CS Qty Qty
12 Cracking(RC and (2)FULL WIDTH X 1/32"TRANSVERSE CRACKS WITH 2 14 Square Feet
Other) EFFLORESCENCE IN THE UNDERSIDE OF THE DECK IN
BAY 3 AT MID SPAN
12 Cracking(RC and FULL WIDTH X 1/32"TRANSVERSE CRACK WITH 2 7 Square Feet
Other) EFFLORESCENCE IN THE UNDERSIDE OF THE DECK IN
BAY 2 AT MID SPAN
General Comments
Span 7 Beam 1
Plate Girder
Element Total CS1 CS2 CS3 CS4
Number Element Name Qty Qty Qty Qty Qty
107 Steel Open Girder/Beam 72 0 72 0 0 Feet
515 Steel Protective Coating 1,704 1,618 0 0 86 Square Feet
Element Maint
Number Defect Type Defect Description CS CS Qty Qty
107 Corrosion INTERMITTENT FULL LENGTH SURFACE RUST ON THE 2 72 Feet
WEB AND FLANGES
515 Effectiveness(Steel INTERMITTENT FULL LENGTH SURFACE RUST ON THE 4 86 86 Square Feet
Protective Coatings) WEB AND FLANGES WITH 5%PAINT LOSS
General Comments
Span 7 Beam 2
Plate Girder
Element Total CS1 CS2 CS3 CS4
Number Element Name Qty Qty Qty Qty Qty
107 Steel Open Girder/Beam 72 0 70 2 0 Feet
515 Steel Protective Coating 1,704 1,614 0 0 90 Square Feet
Element Defect Type Defect Description CS CS Qty Oty
Number Qty
Structure Number: 960202 Inspection Date:01/19/2021
107 Corrosion 2'LONG X FULL WIDTH AREA OF CORROSION WITH 1/32" 3 2 2 Feet
SECTION LOSS(LESS THAN 25%SECTION LOSS)IN THE
BOTTOM FLANGE AND 2'LONG X UP TO 6"HIGH AREA OF
CORROSION WITH 1/32"SECTION LOSS(LESS THAN 25%
SECTION LOSS)IN THE WEB AT BENT 7
107 Corrosion INTERMITTENT FULL LENGTH SURFACE RUST ON THE 2 70 Feet
WEB AND FLANGES
515 Effectiveness(Steel 2'LONG X FULL WIDTH AREA OF CORROSION WITH 1/32" 4 4 4 Square Feet
Protective Coatings) SECTION LOSS(LESS THAN 25%SECTION LOSS)IN THE
BOTTOM FLANGE AND 2'LONG X UP TO 6"HIGH AREA OF
CORROSION WITH 1/32"SECTION LOSS(LESS THAN 25%
SECTION LOSS)IN THE WEB AT BENT 7
515 Effectiveness(Steel INTERMITTENT FULL LENGTH SURFACE RUST ON THE 4 86 86 Square Feet
Protective Coatings) WEB AND FLANGES WITH 5%PAINT LOSS
General Comments
Span 7 Beam 3
Plate Girder
Element Total CS1 CS2 CS3 CS4
Number Element Name Qty Qty Qty Qty Qty
107 Steel Open Girder/Beam 72 0 71 1 0 Feet
515 Steel Protective Coating 1,704 1,617 0 0 87 Square Feet
Element Maint
Number Defect Type Defect Description CS CS Qty Qty
107 Corrosion 1'LONG X FULL WIDTH AREA OF CORROSION WITH 1/16" 3 1 1 Feet
SECTION LOSS(LESS THAN 25%SECTION LOSS)IN THE
BOTTOM FLANGE AT BENT 7
107 Corrosion INTERMITTENT FULL LENGTH SURFACE RUST ON THE 2 71 Feet
WEB AND FLANGES WITH 5%PAINT LOSS
515 Effectiveness(Steel 1'LONG X FULL WIDTH AREA OF CORROSION WITH 1/16" 4 1 1 Square Feet
Protective Coatings) SECTION LOSS(LESS THAN 25%SECTION LOSS)IN THE
BOTTOM FLANGE AT BENT 7
515 Effectiveness(Steel INTERMITTENT FULL LENGTH SURFACE RUST ON THE 4 86 86 Square Feet
Protective Coatings) WEB AND FLANGES WITH 5%PAINT LOSS
General Comments
Span 7 Beam 4
Plate Girder
Element Total CS1 CS2 CS3 CS4
Number Element Name Qty Qty Qty Qty Qty
107 Steel Open Girder/Beam 72 0 64 8 0 Feet
515 Steel Protective Coating 1,704 1,616 0 0 88 Square Feet
Element Maint
Number Defect Type Defect Description CS CS Qty Qty
107 Corrosion 8'LONG X FULL WIDTH AREA OF CORROSION WITH 1/16" 3 8 8 Feet
SECTION LOSS(LESS THAN 25%SECTION LOSS)IN THE
BOTTOM FLANGE AND 8'LONG X UP TO 5"HIGH AREA OF
CORROSION WITH 1/16"SECTION LOSS(LESS THAN 25%
SECTION LOSS)IN THE RIGHT SIDE OF WEB AT BENT 7
107 Corrosion INTERMITTENT FULL LENGTH SURFACE RUST ON THE 2 64 Feet
WEB AND FLANGES
515 Effectiveness(Steel 8'LONG X FULL WIDTH AREA OF CORROSION WITH 1/16" 4 16 16 Square Feet
Protective Coatings) SECTION LOSS(LESS THAN 25%SECTION LOSS)IN THE
BOTTOM FLANGE AND 8'LONG X UP TO 5"HIGH AREA OF
CORROSION WITH 1/16"SECTION LOSS(LESS THAN 25%
SECTION LOSS)IN THE RIGHT SIDE OF WEB AT BENT 7
515 Effectiveness(Steel INTERMITTENT FULL LENGTH SURFACE RUST ON THE 4 72 72 Square Feet
Protective Coatings) WEB AND FLANGES WITH 5%PAINT LOSS
General Comments
Structure Number: 960202 Inspection Date:01/19/2021
Span 7 Left Bridge Rail
Concrete Railing
Element Total CS1 CS2 CS3 CS4
Number Element Name Qty Qty Qty Qty Qty
331 Reinforced Concrete Bridge Railing 72 71 1 0 0 Feet
Element Maint
Number Defect Type Defect Description CS CS Qty Qty
331 Delamination/Spall 3"X 3"X 1/2"DEEP SPALL IN EAST FACE,4'FROM BENT 6 2 1 Feet
General Comments
Span 7 Right Bridge Rail
Concrete Railing
Element Total CS1 CS2 CS3 CS4
Number Element Name Qty Qty Qty Qty Qty
331 Reinforced Concrete Bridge Railing 72 65 7 0 0 Feet
Element Maint
Number Defect Type Defect Description CS CS Qty Qty
331 Cracking(RC and (4)VERTICAL WRAP AROUND CRACKS UP TO 18"LONG X 2 4 Feet
Other) 1/32"WIDE AT RANDOM
331 Delamination/Spall 3"X 2"X 1/2"DEEP SPALL IN TOP OF EAST FACE AT 2 1 Feet
MIDSPAN
331 Patched Area (2)SOUND PATCHES UP TO 13"LONG X 8"HIGH IN THE 2 2 Square Feet
WEST FACE AT MID SPAN
General Comments
Span 7 Beam 1 Near Bearing
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 THROUGHOUT THE BEARING AND UP TO 2 1 Each
1/4"PACK RUST BETWEEN THE MASONRY AND SOLE
PLATES
515 Effectiveness(Steel SURFACE RUST THROUGHOUT THE BEARING AND UP TO 4 1 1 Square Feet
Protective Coatings) 1/4"PACK RUST BETWEEN THE MASONRY AND SOLE
PLATES
General Comments
Span 7 Beam 1 Far Bearing
Other Bearing
Element Total CS1 CS2 CS3 CS4
Number Element Name Qty Qty Qty Qty Qty
316 Other Bearings 1 0 0 1 0 Each
515 Steel Protective Coating 1 0 0 0 1 Square Feet
Element Defect Type Defect Description CS CS Qty Qty
Number Qty
316 Corrosion CORROSION THROUGHOUT THE BEARING WITH 1/32" 3 1 1 Each
SECTION LOSS IN THE MASONRY PLATE AND UP TO 1/4"
PACK RUST BETWEEN THE MASONRY AND SOLE PLATES
Structure Number: 960202 Inspection Date:01/19/2021
515 Peel ing/Bubbling/Cra CORROSION THROUGHOUT THE BEARING WITH 1/32" 4 1 1 Square Feet
cking(steel SECTION LOSS IN THE MASONRY PLATE AND UP TO 1/4"
Protective Coatings) PACK RUST BETWEEN THE MASONRY AND SOLE PLATES
General Comments
Span 7 Beam 2 Near Bearing
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 Defect Type Defect Description CS CS Qty Qty
Number Qty
316 Corrosion SURFACE RUST THROUGHOUT THE BEARING AND UP TO 2 1 Each
1/4"PACK RUST BETWEEN THE MASONRY AND SOLE
PLATES
515 Effectiveness(Steel SURFACE RUST THROUGHOUT THE BEARING AND UP TO 4 1 1 Square Feet
Protective Coatings) 1/4"PACK RUST BETWEEN THE MASONRY AND SOLE
PLATES
General Comments
Span 7 Beam 2 Far Bearing
Other Bearing
Element Total CS1 CS2 CS3 CS4
Number Element Name Qty Qty Qty Qty Qty
316 Other Bearings 1 0 0 1 0 Each
515 Steel Protective Coating 1 0 0 0 1 Square Feet
Element Maint
Number Defect Type Defect Description CS CS Qty Qty
316 Corrosion CORROSION THROUGHOUT THE BEARING WITH 1" 3 1 1 Each
REMAINING(LESS THAN 25%SECTION LOSS)IN THE
MASONRY PLATE AND UP TO 1/4"PACK RUST BETWEEN
THE MASONRY AND SOLE PLATES
515 Effectiveness(Steel CORROSION THROUGHOUT THE BEARING WITH 1" 4 1 1 Square Feet
Protective Coatings) REMAINING(LESS THAN 25%SECTION LOSS)IN THE
MASONRY PLATE AND UP TO 1/4"PACK RUST BETWEEN
THE MASONRY AND SOLE PLATES
General Comments
Span 7 Beam 3 Near Bearing
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 THROUGHOUT THE BEARING AND UP TO 2 1 Each
1/4"PACK RUST BETWEEN THE MASONRY AND SOLE
PLATES
515 Effectiveness(Steel SURFACE RUST THROUGHOUT THE BEARING AND UP TO 4 1 1 Square Feet
Protective Coatings) 1/4"PACK RUST BETWEEN THE MASONRY AND SOLE
PLATES
General Comments
Structure Number: 960202 Inspection Date:01/19/2021
Span 7 Beam 3 Far Bearing
Other Bearing
Element Total CS1 CS2 CS3 CS4
Number Element Name Qty Qty Qty Qty Qty
316 Other Bearings 1 0 0 1 0 Each
515 Steel Protective Coating 1 0 0 0 1 Square Feet
Element Maint
Number Defect Type Defect Description CS CS Qty Qty
316 Corrosion SURFACE RUST THROUGHOUT THE BEARING AND UP TO 3 1 1 Each
1/4"PACK RUST BETWEEN THE MASONRY AND SOLE
PLATES
515 Effectiveness(Steel SURFACE RUST THROUGHOUT THE BEARING AND UP TO 4 1 1 Square Feet
Protective Coatings) 1/4"PACK RUST BETWEEN THE MASONRY AND SOLE
PLATES
General Comments
Span 7 Beam 4 Near Bearing
Other Bearing
Element Total CS1 CS2 CS3 CS4
Number Element Name Qty Qty Qty Qty Qty
316 Other Bearings 1 0 0 1 0 Each
515 Steel Protective Coating 1 0 0 0 1 Square Feet
Element Maint
Number Defect Type Defect Description CS CS Qty Qty
316 Corrosion CORROSION THROUGHOUT THE BEARING WITH 1116" 3 1 1 Each
SECTION LOSS IN THE MASONRY PLATE AND UP TO 1/4"
PACK RUST BETWEEN THE MASONRY AND SOLE PLATES
515 Effectiveness(Steel CORROSION THROUGHOUT THE BEARING WITH 1/16" 4 1 1 Square Feet
Protective Coatings) SECTION LOSS IN THE MASONRY PLATE AND UP TO 1/4"
PACK RUST BETWEEN THE MASONRY AND SOLE PLATES
General Comments
Span 7 Beam 4 Far Bearing
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 THROUGHOUT THE BEARING AND UP TO 2 1 Each
1/4"PACK RUST BETWEEN THE MASONRY AND SOLE
PLATES
515 Effectiveness(Steel SURFACE RUST THROUGHOUT THE BEARING AND UP TO 4 1 1 Square Feet
Protective Coatings) 1/4"PACK RUST BETWEEN THE MASONRY AND SOLE
PLATES
General Comments
Structure Number: 960202 Inspection Date:01/19/2021
Span 7 Expansion Joint, Bent 6
Standard Joint
Element Total CS1 CS2 CS3 CS4
Number Element Name Qty Qty Qty Qty Qty
301 Pourable Joint Seal 30 28 2 0 0 Feet
Element Maint
Number Defect Type Defect Description CS CS Qty Qty
301 Debris Impaction 1'OF DEBRIS IMPACTION IN EAST AND WEST 2 2 Feet
SHOULDERS
General Comments
Span 8 Beam 1
Plate Girder
Element Total CS1 CS2 CS3 CS4
Number Element Name Qty Qty Qty Qty Qty
107 Steel Open Girder/Beam 72 0 72 0 0 Feet
515 Steel Protective Coating 1,704 1,632 0 0 72 Square Feet
Element Maint
Number Defect Type Defect Description CS CS Qty Qty
107 Corrosion INTERMITTENT FULL LENGTH SURFACE RUST ON THE 2 72 Feet
WEB AND FLANGES
107 Damage 1"HIGH X 3"WIDE X 3"LONG SPALLED AREA IN THE END 2 Feet
DIAPHRAGM BELOW THE WEST OVERHANG ADJACENT
TO BEAM 1 AT BENT 7
107 Damage 3"HIGH X 3"WIDE X 2"DEEP DELAMINATED AREA IN THE 2 Feet
END DIAPHRAGM BELOW THE WEST OVERHANG
ADJACENT TO BEAM 1 AT BENT 8
515 Effectiveness(Steel INTERMITTENT FULL LENGTH SURFACE RUST ON THE 4 72 72 Square Feet
Protective Coatings) WEB AND FLANGES WITH 5%PAINT LOSS
General Comments
Span 8 Beam 2
Plate Girder
Element Total CS1 CS2 CS3 CS4
Number Element Name Qty Qty Qty Qty Qty
107 Steel Open Girder/Beam 72 0 72 0 0 Feet
515 Steel Protective Coating 1,704 1,618 0 0 86 Square Feet
Element Maint
Number Defect Type Defect Description CS CS Qty Qty
107 Corrosion INTERMITTENT FULL LENGTH SURFACE RUST ON THE 2 72 Feet
WEB AND FLANGES
515 Effectiveness(Steel INTERMITTENT FULL LENGTH SURFACE RUST ON THE 4 86 86 Square Feet
Protective Coatings) WEB AND FLANGES WITH 5%PAINT LOSS
General Comments
Span 8 Beam 3
Plate Girder
Element Total CS1 CS2 CS3 CS4
Number Element Name Qty Qty Qty Qty Qty
107 Steel Open Girder/Beam 72 0 72 0 0 Feet
515 Steel Protective Coating 1,704 1,618 0 0 86 Square Feet
Element Maint
Number Defect Type Defect Description CS CS Qty Qty
Structure Number: 960202 Inspection Date:01/19/2021
107 Corrosion INTERMITTENT FULL LENGTH SURFACE RUST ON THE 2 72 Feet
WEB AND FLANGES
515 Effectiveness(Steel INTERMITTENT FULL LENGTH SURFACE RUST ON THE 4 86 86 Square Feet
Protective Coatings) WEB AND FLANGES WITH 5%PAINT LOSS
General Comments
Span 8 Beam 4
Plate Girder
Element Total CS1 CS2 CS3 CS4
Number Element Name Qty Qty Qty Qty Qty
107 Steel Open Girder/Beam 72 0 72 0 0 Feet
515 Steel Protective Coating 1,704 1,618 0 0 86 Square Feet
Element Defect Type Defect Description CS CS Qty Qty
Number Qty
107 Damage 8"WIDE X 7"HIGH X 1/2"DEEP SPALLED AREA WITH A 3 Feet
1/16"WIDE HORIZONTAL CRACK IN THE NORTH FACE OF
THE END DIAPHRAGM BELOW THE EAST OVERHANG
ADJACENT TO BEAM 4 AT BENT 8
107 Corrosion INTERMITTENT FULL LENGTH SURFACE RUST ON THE 2 72 Feet
WEB AND FLANGES
515 Effectiveness(Steel INTERMITTENT FULL LENGTH SURFACE RUST ON THE 4 86 86 Square Feet
Protective Coatings) WEB AND FLANGES WITH 5%PAINT LOSS
General Comments
Span 8 Beam 1 Near Bearing
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 THROUGHOUT THE BEARING AND UP TO 2 1 Each
1/4"PACK RUST BETWEEN THE MASONRY AND SOLE
PLATES
515 Effectiveness(Steel SURFACE RUST THROUGHOUT THE BEARING AND UP TO 4 1 1 Square Feet
Protective Coatings) 1/4"PACK RUST BETWEEN THE MASONRY AND SOLE
PLATES
General Comments
Span 8 Beam 1 Far Bearing
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 THROUGHOUT THE BEARING AND UP TO 2 1 Each
1/4"PACK RUST BETWEEN THE MASONRY AND SOLE
PLATES
515 Effectiveness(Steel SURFACE RUST THROUGHOUT THE BEARING AND UP TO 4 1 1 Square Feet
Protective Coatings) 1/4"PACK RUST BETWEEN THE MASONRY AND SOLE
PLATES
General Comments
Structure Number: 960202 Inspection Date:01/19/2021
Span 8 Beam 2 Near Bearing
Other Bearing
Element Total CS1 CS2 CS3 CS4
Number Element Name Qty Qty Qty Qty Qty
316 Other Bearings 1 0 0 1 0 Each
515 Steel Protective Coating 1 0 0 0 1 Square Feet
Element Maint
Number Defect Type Defect Description CS CS Qty Qty
316 Corrosion CORROSION THROUGHOUT THE BEARING WITH 1-1/8" 3 1 1 Each
REMAINING(LESS THAN 25%SECTION LOSS)IN THE
MASONRY PLATE AND UP TO 1/4"PACK RUST BETWEEN
THE MASONRY AND SOLE PLATES
515 Effectiveness(Steel CORROSION THROUGHOUT THE BEARING WITH 1-1/8" 4 1 1 Square Feet
Protective Coatings) REMAINING(LESS THAN 25%SECTION LOSS)IN THE
MASONRY PLATE AND UP TO 1/4"PACK RUST BETWEEN
THE MASONRY AND SOLE PLATES
General Comments
Span 8 Beam 2 Far Bearing
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 THROUGHOUT THE BEARING AND UP TO 2 1 Each
1/4"PACK RUST BETWEEN THE MASONRY AND SOLE
PLATES
515 Effectiveness(Steel SURFACE RUST THROUGHOUT THE BEARING AND UP TO 4 1 1 Square Feet
Protective Coatings) 1/4"PACK RUST BETWEEN THE MASONRY AND SOLE
PLATES
General Comments
Span 8 Beam 3 Near Bearing
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 THROUGHOUT THE BEARING AND UP TO 2 1 Each
1/4"PACK RUST BETWEEN THE MASONRY AND SOLE
PLATES
515 Effectiveness(Steel SURFACE RUST THROUGHOUT THE BEARING AND UP TO 4 1 1 Square Feet
Protective Coatings) 1/4"PACK RUST BETWEEN THE MASONRY AND SOLE
PLATES
General Comments
Structure Number: 960202 Inspection Date:01/19/2021
Span 8 Beam 3 Far Bearing
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 THROUGHOUT THE BEARING AND UP TO 2 1 Each
1/4"PACK RUST BETWEEN THE MASONRY AND SOLE
PLATES
515 Effectiveness(Steel SURFACE RUST THROUGHOUT THE BEARING AND UP TO 4 1 1 Square Feet
Protective Coatings) 1/4"PACK RUST BETWEEN THE MASONRY AND SOLE
PLATES
General Comments
Span 8 Beam 4 Near Bearing
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 THROUGHOUT THE BEARING AND UP TO 2 1 Each
1/4"PACK RUST BETWEEN THE MASONRY AND SOLE
PLATES
515 Effectiveness(Steel SURFACE RUST THROUGHOUT THE BEARING AND UP TO 4 1 1 Square Feet
Protective Coatings) 1/4"PACK RUST BETWEEN THE MASONRY AND SOLE
PLATES
General Comments
Span 8 Beam 4 Far Bearing
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 THROUGHOUT THE BEARING AND UP TO 2 1 Each
1/4"PACK RUST BETWEEN THE MASONRY AND SOLE
PLATES
515 Effectiveness(Steel SURFACE RUST THROUGHOUT THE BEARING AND UP TO 4 1 1 Square Feet
Protective Coatings) 1/4"PACK RUST BETWEEN THE MASONRY AND SOLE
PLATES
General Comments
Structure Number: 960202 Inspection Date:01/19/2021
Span 8 Expansion Joint, Bent 7
Standard Joint
Element Total CS1 CS2 CS3 CS4
Number Element Name Qty Qty Qty Qty Qty
301 Pourable Joint Seal 30 28 2 0 0 Feet
Element Maint
Number Defect Type Defect Description CS CS Qty Qty
301 Debris Impaction V OF DEBRIS IMPACTION IN EAST AND WEST 2 2 Feet
SHOULDERS
General Comments
Span 9 Beam 1
Plate Girder
Element Total CS1 CS2 CS3 CS4
Number Element Name Qty Qty Qty Qty Qty
107 Steel Open Girder/Beam 72 0 72 0 0 Feet
515 Steel Protective Coating 1,704 1,618 0 0 86 Square Feet
Element Maint
Number Defect Type Defect Description CS CS Qty Qty
107 Corrosion INTERMITTENT FULL LENGTH SURFACE RUST ON THE 2 72 Feet
WEB AND FLANGES
515 Effectiveness(Steel INTERMITTENT FULL LENGTH SURFACE RUST ON THE 4 86 86 Square Feet
Protective Coatings) WEB AND FLANGES WITH 5%PAINT LOSS
General Comments
Span 9 Beam 2
Plate Girder
Element Total CS1 CS2 CS3 CS4
Number Element Name Qty Qty Qty Qty Qty
107 Steel Open Girder/Beam 72 0 72 0 0 Feet
515 Steel Protective Coating 1,704 1,618 0 0 86 Square Feet
Element Maint
Number Defect Type Defect Description CS CS Qty Qty
107 Corrosion INTERMITTENT FULL LENGTH SURFACE RUST ON THE 2 72 Feet
WEB AND FLANGES
515 Effectiveness(Steel INTERMITTENT FULL LENGTH SURFACE RUST ON THE 4 86 86 Square Feet
Protective Coatings) WEB AND FLANGES WITH 5%PAINT LOSS
General Comments
Span 9 Beam 3
Plate Girder
Element Total CS1 CS2 CS3 CS4
Number Element Name Qty Qty Qty Qty Qty
107 Steel Open Girder/Beam 72 0 72 0 0 Feet
515 Steel Protective Coating 1,704 1,618 0 0 86 Square Feet
Element Maint
Number Defect Type Defect Description CS CS Qty Qty
107 Corrosion INTERMITTENT FULL LENGTH SURFACE RUST ON THE 2 72 Feet
WEB AND FLANGES
515 Effectiveness(Steel INTERMITTENT FULL LENGTH SURFACE RUST ON THE 4 86 86 Square Feet
Protective Coatings) WEB AND FLANGES WITH 5%PAINT LOSS
General Comments
Structure Number: 960202 Inspection Date:01/19/2021
Span 9 Beam 4
Plate Girder
Element Total CS1 CS2 CS3 CS4
Number Element Name Qty Qty Qty Qty Qty
107 Steel Open Girder/Beam 72 0 72 0 0 Feet
515 Steel Protective Coating 1,704 1,632 0 0 72 Square Feet
Element Maint
Number Defect Type Defect Description CS CS Qty Qty
107 Corrosion INTERMITTENT FULL LENGTH SURFACE RUST ON THE 2 72 Feet
WEB AND FLANGES
515 Effectiveness(Steel INTERMITTENT FULL LENGTH SURFACE RUST ON THE 4 72 72 Square Feet
Protective Coatings) WEB AND FLANGES WITH 5%PAINT LOSS
General Comments
Span 9 Left Bridge Rail
Concrete Railing
Element Total CS1 CS2 CS3 CS4
Number Element Name Qty Qty Qty Qty Qty
331 Reinforced Concrete Bridge Railing 72 71 1 0 0 Feet
Element Maint
Number Defect Type Defect Description CS CS Qty Qty
331 Delamination/Spall 3"X 3"X 1/2"DEEP SPALL IN EAST FACE OF RAIL,20' 2 1 1 Feet
FROM END BENT 2
General Comments
Span 9 Beam 1 Near Bearing
Other Bearing
Element Total CS1 CS2 CS3 CS4
Number Element Name Qty Qty Qty Qty Qty
316 Other Bearings 1 0 0 1 0 Each
515 Steel Protective Coating 1 0 0 0 1 Square Feet
Element Maint
Number Defect Type Defect Description CS CS Qty Qty
316 Corrosion CORROSION THROUGHOUT THE BEARING WITH 1" 3 1 1 Each
REMAINING(LESS THAN 25%SECTION LOSS)IN THE
MASONRY PLATE AND UP TO 1/4"PACK RUST BETWEEN
THE MASONRY AND SOLE PLATES
515 Effectiveness(Steel CORROSION THROUGHOUT THE BEARING WITH 1" 4 1 1 Square Feet
Protective Coatings) REMAINING(LESS THAN 25%SECTION LOSS)IN THE
MASONRY PLATE AND UP TO 1/4"PACK RUST BETWEEN
THE MASONRY AND SOLE PLATES
General Comments
Span 9 Beam 1 Far Bearing
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
Structure Number: 960202 Inspection Date:01/19/2021
316 Corrosion SURFACE RUST THROUGHOUT THE BEARING AND UP TO 2 1 Each
1/4"PACK RUST BETWEEN THE MASONRY AND SOLE
PLATES
515 Effectiveness(Steel SURFACE RUST THROUGHOUT THE BEARING AND UP TO 4 1 1 Square Feet
Protective Coatings) 1/4"PACK RUST BETWEEN THE MASONRY AND SOLE
PLATES
General Comments
Span 9 Beam 2 Near Bearing
Other Bearing
Element Total CS1 CS2 CS3 CS4
Number Element Name Qty Qty Qty Qty Qty
316 Other Bearings 1 0 0 1 0 Each
515 Steel Protective Coating 1 0 0 0 1 Square Feet
Element Maint
Number Defect Type Defect Description CS CS Qty Qty
316 Corrosion CORROSION THROUGHOUT THE BEARING WITH 1" 3 1 1 Each
REMAINING(LESS THAN 25%SECTION LOSS)IN THE
MASONRY PLATE AND UP TO 1/4"PACK RUST BETWEEN
THE MASONRY AND SOLE PLATES
515 Effectiveness(Steel CORROSION THROUGHOUT THE BEARING WITH 1" 4 1 1 Square Feet
Protective Coatings) REMAINING(LESS THAN 25%SECTION LOSS)IN THE
MASONRY PLATE AND UP TO 1/4"PACK RUST BETWEEN
THE MASONRY AND SOLE PLATES
General Comments
Span 9 Beam 2 Far Bearing
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 THROUGHOUT THE BEARING AND UP TO 2 1 Each
1/4"PACK RUST BETWEEN THE MASONRY AND SOLE
PLATES
515 Effectiveness(Steel SURFACE RUST THROUGHOUT THE BEARING AND UP TO 4 1 1 Square Feet
Protective Coatings) 1/4"PACK RUST BETWEEN THE MASONRY AND SOLE
PLATES
General Comments
Span 9 Beam 3 Near Bearing
Other Bearing
Element Total CS1 CS2 CS3 CS4
Number Element Name Qty Qty Qty Qty Qty
316 Other Bearings 1 0 0 1 0 Each
515 Steel Protective Coating 1 0 0 0 1 Square Feet
Element Maint
Number Defect Type Defect Description CS CS Qty Qty
316 Corrosion CORROSION THROUGHOUT THE BEARING WITH 1-1/8" 3 1 1 Each
REMAINING(LESS THAN 25%SECTION LOSS)IN THE
MASONRY PLATE AND UP TO 1/4"PACK RUST BETWEEN
THE MASONRY AND SOLE PLATES
Structure Number: 960202 Inspection Date:01/19/2021
515 Effectiveness(Steel CORROSION THROUGHOUT THE BEARING WITH 1" 4 1 1 Square Feet
Protective Coatings) REMAINING(LESS THAN 25%SECTION LOSS)IN THE
MASONRY PLATE AND UP TO 1/4"PACK RUST BETWEEN
THE MASONRY AND SOLE PLATES
General Comments
Span 9 Beam 3 Far Bearing
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 THROUGHOUT THE BEARING AND UP TO 2 1 Each
1/4"PACK RUST BETWEEN THE MASONRY AND SOLE
PLATES
515 Effectiveness(Steel SURFACE RUST THROUGHOUT THE BEARING AND UP TO 4 1 1 Square Feet
Protective Coatings) 1/4"PACK RUST BETWEEN THE MASONRY AND SOLE
PLATES
General Comments
Span 9 Beam 4 Near Bearing
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 Defect Type Defect Description CS CS Qty Qty
Number Qty
316 Corrosion SURFACE RUST THROUGHOUT THE BEARING AND UP TO 2 1 Each
1/4"PACK RUST BETWEEN THE MASONRY AND SOLE
PLATES
515 Effectiveness(Steel SURFACE RUST THROUGHOUT THE BEARING AND UP TO 4 1 1 Square Feet
Protective Coatings) 1/4"PACK RUST BETWEEN THE MASONRY AND SOLE
PLATES
General Comments
Span 9 Beam 4 Far Bearing
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 THROUGHOUT THE BEARING AND UP TO 2 1 Each
1/4"PACK RUST BETWEEN THE MASONRY AND SOLE
PLATES
515 Effectiveness(Steel SURFACE RUST THROUGHOUT THE BEARING AND UP TO 4 1 1 Square Feet
Protective Coatings) 1/4"PACK RUST BETWEEN THE MASONRY AND SOLE
PLATES
General Comments
Structure Number: 960202 Inspection Date:01/19/2021
Span 9 Expansion Joint, Bent 8
Standard Joint
Element Total CS1 CS2 CS3 CS4
Number Element Name Qty Qty Qty Qty Qty
301 Pourable Joint Seal 30 0 30 0 0 Feet
Element Maint
Number Defect Type Defect Description CS CS Qty Qty
301 Seal Adhesion NEW REPAIR: EXPANSION JOINT HAS BEEN REPLACED 2 30 Feet
SINCE PREVIOUS INSPECTION
General Comments
End Bent 1 Cap 1
Reinforced Concrete Pier Cap
Element Total CS1 CS2 CS3 CS4
Number Element Name Qty Qty Qty Qty Qty
234 Reinforced Concrete Pier Cap 32 31 1 0 0 Feet
Element Maint
Number Defect Type Defect Description CS CS Qty Qty
234 Cracking(RC and FULL HEIGHT X HAIRLINE VERTICAL CRACK IN THE 2 1 Feet
Other) BATTER PILE CAP BELOW BEAM 1
General Comments
End Bent 1 Abutment
Reinforced Concrete Abutment
Element Total CS1 CS2 CS3 CS4
Number Element Name Qty Qty Qty Qty Qty
215 Reinforced Concrete Abutment 32 0 26 6 0 Feet
Element Maint
Number Defect Type Defect Description CS CS Qty Qty
215 Cracking(RC and FULL HEIGHT X FULL WIDTH MAP CRACKING UP TO 1/8" 3 5 Feet
Other) WIDE IN THE CURTAIN WALL BELOW THE WEST
OVERHANG
215 Cracking(RC and FULL WIDTH X 1/8"WIDE HORIZONTAL CRACK IN THE 3 1 Feet
Other) WEST FASCIA OF THE CURTAIN WALL
215 Cracking(RC and FULL HEIGHT X FULL WIDTH X 1/32"WIDE MAP 2 26 Feet
Other) CRACKING IN THE CURTAIN WALL
General Comments
Bent 2 Cap 1
Reinforced Concrete Pier Cap
Element Total CS1 CS2 CS3 CS4
Number Element Name Qty Qty Qty Qty Qty
234 Reinforced Concrete Pier Cap 25 14 9 2 0 Feet
Element Maint
Number Defect Type Defect Description CS CS Qty Qty
234 Delamination/Spall (PAR)1'-6"LONG X V-2"HIGH X 6"DEEP SPALLED AREA 3 2 2 Feet
WITH EXPOSED REINFORCEMENT AND 2"LONG X 4"
WIDE LOSS OF BEARING AREA IN THE SOUTH FACE OF
THE CAP BELOW BEAM 1 BEARING.
234 Cracking(RC and FULL HEIGHT X FULL WIDTH MAP CRACKING UP TO 1/32" 2 1 Feet
Other) WIDE ON THE EAST FACE OF THE CAP AND V LONG X
FULL HEIGHT MAP CRACKING UP TO 1/32"WIDE ON THE
EAST END OF THE NORTH FACE OF THE CAP
234 Delamination/Spall (8)1"DIAMETER X 1/2"DEEP SPALLS IN THE SOUTH 2 8 Feet
FACE OF THE CAP
Structure Number: 960202 Inspection Date:01/19/2021
General Comments
Bent 2 Pile 1
Reinforced Concrete Column
Element Total CS1 CS2 CS3 CS4
Number Element Name Qty Qty Qty Qty Qty
205 Reinforced Concrete Column 1 0 1 0 0 Each
Element Maint
Number Defect Type Defect Description CS CS Qty Qty
205 Cracking(RC and 2'HIGH X UP TO 1/32"WIDE VERTICAL CRACK IN THE 2 1 Each
Other) WEST FACE OF THE COLUMN AT THE BASE
General Comments
Bent 3 Cap 1
Reinforced Concrete Pier Cap
Element Total CS1 CS2 CS3 CS4
Number Element Name Qty Qty Qty Qty Qty
234 Reinforced Concrete Pier Cap 25 20 5 0 0 Feet
Element Defect Type Defect Description CS CS Qty Qty
Number Qty
234 Cracking(RC and FULL HEIGHT X FULL WIDTH HAIRLINE MAP CRACKING IN 2 1 Feet
Other) THE WEST FACE OF THE CAP
234 Delamination/Spall (4)1"DIAMETER X 1/2"DEEP SPALLS IN THE NORTH 2 4 Feet
FACE OF THE CAP
General Comments
Bent 4 Cap 1
Reinforced Concrete Pier Cap
Element Total CS1 CS2 CS3 CS4
Number Element Name Qty Qty Qty Qty Qty
234 Reinforced Concrete Pier Cap 25 22 3 0 0 Feet
Element Maint
Number Defect Type Defect Description CS CS Qty Qty
234 Patched Area X LONG X 1'-4"HIGH X 8"WIDE PATCHED AREA IN THE 2 3 Feet
SOUTH FACE OF THE CAP BELOW BEAM 3
General Comments
Bent 5 Cap 1
Reinforced Concrete Pier Cap
Element Total CS1 CS2 CS3 CS4
Number Element Name Qty Qty Qty Qty Qty
234 Reinforced Concrete Pier Cap 25 24 1 0 0 Feet
Element Maint
Number Defect Type Defect Description CS CS Qty Qty
234 Cracking(RC and V-8"LONG X 1/32"WIDE VERTICAL WRAP AROUND 2 1 Feet
Other) CRACK IN THE WEST END OF THE CAP AT THE TOP
General Comments
Structure Number: 960202 Inspection Date:01/19/2021
Bent 5 Pile 1
Reinforced Concrete Column
Element Total CS1 CS2 CS3 CS4
Number Element Name Qty Qty Qty Qty Qty
205 Reinforced Concrete Column 1 0 0 1 0 Each
Element Maint
Number Defect Type Defect Description CS CS Qty Qty
205 Delamination/Spall 6"LONG X 4"WIDE X 1"DEEP SPALLED AREA WITH 3 1 1 Each
EXPOSED REINFORCEMENT IN THE NORTH FACE OF THE
HORIZONTAL STRUT CORBEL ADJACENT TO COLUMN 2
205 Abrasion/Wear 9-3-2020 UNDERWATER: UP TO A 1/4"LOSS TO SURFACE 2 Each
(PSC/RC) CONCRETE. RANDOM HAIRLINE CRACKS.WATER DEPTH
AT TIME OF INSPECTION WAS 5'.
205 Cracking(RC and RANDOM HAIRLINE TO 1/8"CRACKS.UP TO A 1/4"LOSS 2 5 Each
Other) TO SURFACE CONCRETE.WATER DEPTH AT TIME OF
INSPECTION WAS 5'.
General Comments
Bent 5 Pile 2
Reinforced Concrete Column
Element Total CS1 CS2 CS3 CS4
Number Element Name Qty Qty Qty Qty Qty
205 Reinforced Concrete Column 1 0 1 0 0 Each
Element Maint
Number Defect Type Defect Description CS CS Qty Qty
205 Abrasion/Wear 9-3-2020 UNDERWATER: UP TO A 1/4"LOSS TO SURFACE 2 1 Each
(PSC/RC) CONCRETE. RANDOM HAIRLINE CRACKS.WATER DEPTH
AT TIME OF INSPECTION WAS 5'.
General Comments
Bent 6 Cap 1
Reinforced Concrete Pier Cap
Element Total CS1 CS2 CS3 CS4
Number Element Name Qty Qty Qty Qty Qty
234 Reinforced Concrete Pier Cap 25 24 1 0 0 Feet
Element Maint
Number Defect Type Defect Description CS CS Qty Qty
234 Cracking(RC and FULL HEIGHT X FULL WIDTH HAIRLINE MAP CRACKING 2 1 Feet
Other) THROUGHOUT THE EAST FACE OF THE CAP
General Comments
Bent 6 Pile 1
Reinforced Concrete Column
Element Total CS1 CS2 CS3 CS4
Number Element Name Qty Qty Qty Qty Qty
205 Reinforced Concrete Column 1 0 1 0 0 Each
Element Maint
Number Defect Type Defect Description CS CS Qty Qty
205 Abrasion/Wear 9-3-2020 UNDERWATER: UP TO A 1/4"LOSS TO SURFACE 2 1 Each
(PSC/RC) CONCRETE. RANDOM HAIRLINE CRACKS.WATER DEPTH
AT TIME OF INSPECTION WAS 5'.
General Comments
Structure Number: 960202 Inspection Date:01/19/2021
Bent 6 Pile 2
Reinforced Concrete Column
Element Total CS1 CS2 CS3 CS4
Number Element Name Qty Qty Qty Qty Qty
205 Reinforced Concrete Column 1 0 0 1 0 Each
Element Maint
Number Defect Type Defect Description CS CS Qty Qty
205 Cracking(RC and X HIGH X 1/16"WIDE VERTICAL CRACK AT THE 3 1 Each
Other) WATERLINE IN THE EAST FACE OF THE COLUMN
205 Cracking(RC and X HIGH X 1/16"WIDE VERTICAL CRACK AT THE 3 Each
Other) WATERLINE IN THE WEST FACE OF THE COLUMN
205 Abrasion/Wear 9-3-2020 UNDERWATER: UP TO A 1/4"LOSS TO SURFACE 2 Each
(PSC/RC) CONCRETE. RANDOM HAIRLINE CRACKS.WATER DEPTH
AT TIME OF INSPECTION WAS 5'.
General Comments
Bent 7 Cap 1
Reinforced Concrete Pier Cap
Element Total CS1 CS2 CS3 CS4
Number Element Name Qty Qty Qty Qty Qty
234 Reinforced Concrete Pier Cap 25 21 3 1 0 Feet
Element Maint
Number Defect Type Defect Description CS CS Qty Qty
234 Delamination/Spall 10"X 9"X 1/2"DEEP SPALL WITH EXPOSED REBAR IN 3 1 1 Feet
NORTH FACE BELOW BAY 2
234 Cracking(RC and FULL HEIGHT X FULL WIDTH X V LONG MAP CRACKING 2 1 Feet
Other) UP TO 1/32"WIDE AT THE EAST END OF THE CAP ON THE
NORTH,SOUTH,AND EAST FACES
234 Cracking(RC and FULL HEIGHT X FULL WIDTH X 2'LONG MAP CRACKING 2 2 Feet
Other) UP TO 1/32"WIDE AT THE WEST END OF THE CAP ON THE
NORTH,SOUTH,AND WEST FACES
General Comments
Bent 7 Pile 1
Reinforced Concrete Column
Element Total CS1 CS2 CS3 CS4
Number Element Name Qty Qty Qty Qty Qty
205 Reinforced Concrete Column 1 0 0 1 0 Each
Element Maint
Number Defect Type Defect Description CS CS Qty Qty
205 Delamination/Spall (PAR)V-10"HIGH X 9"WIDE X 8"DEEP SPALLED AREA 3 1 1 Each
WITH EXPOSED REINFORCEMENT IN THE SOUTHWEST
CORNER OF THE COLUMN,2'ABOVE THE HORIZONTAL
STRUT.
205 Delamination/Spall (PAR)1'-4"HIGH X 12"WIDE X 5"DEEP SPALLED AREA 3 1 Each
WITH EXPOSED REINFORCEMENT IN THE SOUTHEAST
CORNER OF OTHE COLUMN,2'ABOVE THE HORIZONTAL
STRUT.
205 Delamination/Spall 8"HIGH X 6"WIDE X 2-1/2"DEEP SPALLED AREA IN THE 3 1 Each
NORTHWEST CORNER OF OF THE COLUMN,2'ABOVE
THE HORIZONTAL STRUT
205 Abrasion/Wear 9-3-2020 UNDERWATER: UP TO A 1/4"LOSS TO SURFACE 2 Each
(PSC/RC) CONCRETE. RANDOM HAIRLINE CRACKS.WATER DEPTH
AT TIME OF INSPECTION WAS 5'.
General Comments
Structure Number: 960202 Inspection Date:01/19/2021
Bent 7 Pile 2
Reinforced Concrete Column
Element Total CS1 CS2 CS3 CS4
Number Element Name Qty Qty Qty Qty Qty
205 Reinforced Concrete Column 1 0 0 1 0 Each
Element Maint
Number Defect Type Defect Description CS CS Qty Qty
205 Cracking(RC and X HIGH X UP TO 1/16"WIDE VERTICAL CRACK IN THE 3 1 Each
Other) WEST FACE OF THE COLUMN AT THE WATERLINE
205 Abrasion/Wear 9-3-2020 UNDERWATER: UP TO A 1/4"LOSS TO SURFACE 2 Each
(PSC/RC) CONCRETE. RANDOM HAIRLINE CRACKS.WATER DEPTH
AT TIME OF INSPECTION WAS 5'.
General Comments
Bent 8 Cap 1
Reinforced Concrete Pier Cap
Element Total CS1 CS2 CS3 CS4
Number Element Name Qty Qty Qty Qty Qty
234 Reinforced Concrete Pier Cap 25 17 8 0 0 Feet
Element Maint
Number Defect Type Defect Description CS CS Qty Qty
234 Cracking(RC and FULL HEIGHT X 2'LONG HAIRLINE VERTICAL WRAP 2 2 Feet
Other) AROUND CRACK IN THE EAST FACE AND TOP OF THE
CAP
234 Cracking(RC and FULL WIDTH X FULL HEIGHT X 2'LONG MAP CRACKING 2 2 Feet
Other) UP TO 1/32"WIDE IN THE WEST FACE,SOUTHWEST
CORNER,AND TOP OF THE CAP
234 Patched Area 4'WIDE X V HIGH X 4"WIDE PATCHED AREA IN THE 2 4 Feet
NORTH FACE OF THE CAP BELOW BEAM 3
General Comments
Bent 8 Pile 1
Reinforced Concrete Column
Element Total CS1 CS2 CS3 CS4
Number Element Name Qty Qty Qty Qty Qty
205 Reinforced Concrete Column 1 0 0 1 0 Each
Element Maint
Number Defect Type Defect Description CS CS Qty Qty
205 Abrasion/Wear FULL WIDTH X 6"HIGH AREA OF SCALING WITH 3 1 1 Each
(PSC/RC) EXPOSED AGGREGATE IN THE SOUTH FACE OF THE
COLUMN,6"ABOVE THE GROUND LINE
205 Delamination/Spall 4"LONG X 3"WIDE X 1"DEEP SPALLED AREA WITH 3 1 Each
EXPOSED REINFORCEMENT IN THE CORBEL ADJACENT
TO COLUMN 1
205 Delamination/Spall 4"LONG X 3"WIDE X 1"DEEP SPALLED AREA WITH 3 1 Each
EXPOSED REINFORCEMENT IN THE CORBEL ADJACENT
TO COLUMN 2
General Comments
Elements Verfied
Location Name Component Element Name Amount
Span 1 Deck Reinforced Concrete Deck Reinforced Concrete Deck 2047
Span 1 Beam 1 Plate Girder Steel Open Girder/Beam 72
Span 1 Beam 2 Plate Girder Steel Open Girder/Beam 72
Span 1 Beam 3 Plate Girder Steel Open Girder/Beam 72
Span 1 Beam 4 Plate Girder Steel Open Girder/Beam 72
Span 1 Left Bridge Rail Concrete Railing Reinforced Concrete Bridge Railing 72
Span 1 Right Bridge Rail Concrete Railing Reinforced Concrete Bridge Railing 72
Span 1 Wearing Surface Asphalt Wearing Surface Wearing Surface 2047
Span 1 Beam 1 Far Bearing Other Bearing Other Bearings 1
Span 1 Beam 1 Near Bearing Other Bearing Other Bearings 1
Span 1 Beam 2 Far Bearing Other Bearing Other Bearings 1
Span 1 Beam 2 Near Bearing Other Bearing Other Bearings 1
Span 1 Beam 3 Far Bearing Other Bearing Other Bearings 1
Span 1 Beam 3 Near Bearing Other Bearing Other Bearings 1
Span 1 Beam 4 Far Bearing Other Bearing Other Bearings 1
Span 1 Beam 4 Near Bearing Other Bearing Other Bearings 1
Span 2 Deck Reinforced Concrete Deck Reinforced Concrete Deck 2047
Span 2 Beam 1 Plate Girder Steel Open Girder/Beam 72
Span 2 Beam 2 Plate Girder Steel Open Girder/Beam 72
Span 2 Beam 3 Plate Girder Steel Open Girder/Beam 72
Span 2 Beam 4 Plate Girder Steel Open Girder/Beam 72
Span 2 Left Bridge Rail Concrete Railing Reinforced Concrete Bridge Railing 72
Span 2 Right Bridge Rail Concrete Railing Reinforced Concrete Bridge Railing 72
Span 2 Expansion Joint, Bent 1 Standard Joint Pourable Joint Seal 30
Span 2 Wearing Surface Epoxy Wearing Surface Wearing Surface 2047
Span 2 Beam 1 Far Bearing Other Bearing Other Bearings 1
Span 2 Beam 1 Near Bearing Other Bearing Other Bearings 1
Span 2 Beam 2 Far Bearing Other Bearing Other Bearings 1
Span 2 Beam 2 Near Bearing Other Bearing Other Bearings 1
Span 2 Beam 3 Far Bearing Other Bearing Other Bearings 1
Span 2 Beam 3 Near Bearing Other Bearing Other Bearings 1
Span 2 Beam 4 Far Bearing Other Bearing Other Bearings 1
Span 2 Beam 4 Near Bearing Other Bearing Other Bearings 1
Span 3 Deck Reinforced Concrete Deck Reinforced Concrete Deck 2047
Span 3 Beam 1 Plate Girder Steel Open Girder/Beam 72
Span 3 Beam 2 Plate Girder Steel Open Girder/Beam 72
Span 3 Beam 3 Plate Girder Steel Open Girder/Beam 72
Span 3 Beam 4 Plate Girder Steel Open Girder/Beam 72
Span 3 Left Bridge Rail Concrete Railing Reinforced Concrete Bridge Railing 72
Span 3 Right Bridge Rail Concrete Railing Reinforced Concrete Bridge Railing 72
Span 3 Expansion Joint, Bent 2 Standard Joint Pourable Joint Seal 30
Span 3 Wearing Surface Epoxy Wearing Surface Wearing Surface 2047
Span 3 Beam 1 Far Bearing Other Bearing Other Bearings 1
Span 3 Beam 1 Near Bearing Other Bearing Other Bearings 1
Span 3 Beam 2 Far Bearing Other Bearing Other Bearings 1
Elements Verfied
Location Name Component Element Name Amount
Span 3 Beam 2 Near Bearing Other Bearing Other Bearings 1
Span 3 Beam 3 Far Bearing Other Bearing Other Bearings 1
Span 3 Beam 3 Near Bearing Other Bearing Other Bearings 1
Span 3 Beam 4 Far Bearing Other Bearing Other Bearings 1
Span 3 Beam 4 Near Bearing Other Bearing Other Bearings 1
Span 4 Deck Reinforced Concrete Deck Reinforced Concrete Deck 2047
Span 4 Beam 1 Plate Girder Steel Open Girder/Beam 72
Span 4 Beam 2 Plate Girder Steel Open Girder/Beam 72
Span 4 Beam 3 Plate Girder Steel Open Girder/Beam 72
Span 4 Beam 4 Plate Girder Steel Open Girder/Beam 72
Span 4 Left Bridge Rail Concrete Railing Reinforced Concrete Bridge Railing 72
Span 4 Right Bridge Rail Concrete Railing Reinforced Concrete Bridge Railing 72
Span 4 Expansion Joint, Bent 3 Standard Joint Pourable Joint Seal 30
Span 4 Wearing Surface Epoxy Wearing Surface Wearing Surface 2047
Span 4 Beam 1 Far Bearing Other Bearing Other Bearings 1
Span 4 Beam 1 Near Bearing Other Bearing Other Bearings 1
Span 4 Beam 2 Far Bearing Other Bearing Other Bearings 1
Span 4 Beam 2 Near Bearing Other Bearing Other Bearings 1
Span 4 Beam 3 Far Bearing Other Bearing Other Bearings 1
Span 4 Beam 3 Near Bearing Other Bearing Other Bearings 1
Span 4 Beam 4 Far Bearing Other Bearing Other Bearings 1
Span 4 Beam 4 Near Bearing Other Bearing Other Bearings 1
Span 5 Deck Reinforced Concrete Deck Reinforced Concrete Deck 2047
Span 5 Beam 1 Plate Girder Steel Open Girder/Beam 72
Span 5 Beam 2 Plate Girder Steel Open Girder/Beam 72
Span 5 Beam 3 Plate Girder Steel Open Girder/Beam 72
Span 5 Beam 4 Plate Girder Steel Open Girder/Beam 72
Span 5 Left Bridge Rail Concrete Railing Reinforced Concrete Bridge Railing 72
Span 5 Right Bridge Rail Concrete Railing Reinforced Concrete Bridge Railing 72
Span 5 Expansion Joint, Bent 4 Standard Joint Pourable Joint Seal 30
Span 5 Wearing Surface Epoxy Wearing Surface Wearing Surface 2047
Span 5 Beam 1 Far Bearing Other Bearing Other Bearings 1
Span 5 Beam 1 Near Bearing Other Bearing Other Bearings 1
Span 5 Beam 2 Far Bearing Other Bearing Other Bearings 1
Span 5 Beam 2 Near Bearing Other Bearing Other Bearings 1
Span 5 Beam 3 Far Bearing Other Bearing Other Bearings 1
Span 5 Beam 3 Near Bearing Other Bearing Other Bearings 1
Span 5 Beam 4 Far Bearing Other Bearing Other Bearings 1
Span 5 Beam 4 Near Bearing Other Bearing Other Bearings 1
Span 6 Deck Reinforced Concrete Deck Reinforced Concrete Deck 2047
Span 6 Beam 1 Plate Girder Steel Open Girder/Beam 72
Span 6 Beam 2 Plate Girder Steel Open Girder/Beam 72
Span 6 Beam 3 Plate Girder Steel Open Girder/Beam 72
Span 6 Beam 4 Plate Girder Steel Open Girder/Beam 72
Span 6 Left Bridge Rail Concrete Railing Reinforced Concrete Bridge Railing 72
Elements Verfied
Location Name Component Element Name Amount
Span 6 Right Bridge Rail Concrete Railing Reinforced Concrete Bridge Railing 72
Span 6 Expansion Joint, Bent 5 Standard Joint Pourable Joint Seal 30
Span 6 Wearing Surface Epoxy Wearing Surface Wearing Surface 2047
Span 6 Beam 1 Far Bearing Other Bearing Other Bearings 1
Span 6 Beam 1 Near Bearing Other Bearing Other Bearings 1
Span 6 Beam 2 Far Bearing Other Bearing Other Bearings 1
Span 6 Beam 2 Near Bearing Other Bearing Other Bearings 1
Span 6 Beam 3 Far Bearing Other Bearing Other Bearings 1
Span 6 Beam 3 Near Bearing Other Bearing Other Bearings 1
Span 6 Beam 4 Far Bearing Other Bearing Other Bearings 1
Span 6 Beam 4 Near Bearing Other Bearing Other Bearings 1
Span 7 Deck Reinforced Concrete Deck Reinforced Concrete Deck 2047
Span 7 Beam 1 Plate Girder Steel Open Girder/Beam 72
Span 7 Beam 2 Plate Girder Steel Open Girder/Beam 72
Span 7 Beam 3 Plate Girder Steel Open Girder/Beam 72
Span 7 Beam 4 Plate Girder Steel Open Girder/Beam 72
Span 7 Left Bridge Rail Concrete Railing Reinforced Concrete Bridge Railing 72
Span 7 Right Bridge Rail Concrete Railing Reinforced Concrete Bridge Railing 72
Span 7 Expansion Joint, Bent 6 Standard Joint Pourable Joint Seal 30
Span 7 Wearing Surface Epoxy Wearing Surface Wearing Surface 2047
Span 7 Beam 1 Far Bearing Other Bearing Other Bearings 1
Span 7 Beam 1 Near Bearing Other Bearing Other Bearings 1
Span 7 Beam 2 Far Bearing Other Bearing Other Bearings 1
Span 7 Beam 2 Near Bearing Other Bearing Other Bearings 1
Span 7 Beam 3 Far Bearing Other Bearing Other Bearings 1
Span 7 Beam 3 Near Bearing Other Bearing Other Bearings 1
Span 7 Beam 4 Far Bearing Other Bearing Other Bearings 1
Span 7 Beam 4 Near Bearing Other Bearing Other Bearings 1
Span 8 Deck Reinforced Concrete Deck Reinforced Concrete Deck 2047
Span 8 Beam 1 Plate Girder Steel Open Girder/Beam 72
Span 8 Beam 2 Plate Girder Steel Open Girder/Beam 72
Span 8 Beam 3 Plate Girder Steel Open Girder/Beam 72
Span 8 Beam 4 Plate Girder Steel Open Girder/Beam 72
Span 8 Left Bridge Rail Concrete Railing Reinforced Concrete Bridge Railing 72
Span 8 Right Bridge Rail Concrete Railing Reinforced Concrete Bridge Railing 72
Span 8 Expansion Joint, Bent 7 Standard Joint Pourable Joint Seal 30
Span 8 Wearing Surface Epoxy Wearing Surface Wearing Surface 2047
Span 8 Beam 1 Far Bearing Other Bearing Other Bearings 1
Span 8 Beam 1 Near Bearing Other Bearing Other Bearings 1
Span 8 Beam 2 Far Bearing Other Bearing Other Bearings 1
Span 8 Beam 2 Near Bearing Other Bearing Other Bearings 1
Span 8 Beam 3 Far Bearing Other Bearing Other Bearings 1
Span 8 Beam 3 Near Bearing Other Bearing Other Bearings 1
Span 8 Beam 4 Far Bearing Other Bearing Other Bearings 1
Span 8 Beam 4 Near Bearing Other Bearing Other Bearings 1
Elements Verfied
Location Name Component Element Name Amount
Span 9 Deck Reinforced Concrete Deck Reinforced Concrete Deck 2047
Span 9 Beam 1 Plate Girder Steel Open Girder/Beam 72
Span 9 Beam 2 Plate Girder Steel Open Girder/Beam 72
Span 9 Beam 3 Plate Girder Steel Open Girder/Beam 72
Span 9 Beam 4 Plate Girder Steel Open Girder/Beam 72
Span 9 Left Bridge Rail Concrete Railing Reinforced Concrete Bridge Railing 72
Span 9 Right Bridge Rail Concrete Railing Reinforced Concrete Bridge Railing 72
Span 9 Expansion Joint, Bent 8 Standard Joint Pourable Joint Seal 30
Span 9 Wearing Surface Epoxy Wearing Surface Wearing Surface 2047
Span 9 Beam 1 Far Bearing Other Bearing Other Bearings 1
Span 9 Beam 1 Near Bearing Other Bearing Other Bearings 1
Span 9 Beam 2 Far Bearing Other Bearing Other Bearings 1
Span 9 Beam 2 Near Bearing Other Bearing Other Bearings 1
Span 9 Beam 3 Far Bearing Other Bearing Other Bearings 1
Span 9 Beam 3 Near Bearing Other Bearing Other Bearings 1
Span 9 Beam 4 Far Bearing Other Bearing Other Bearings 1
Span 9 Beam 4 Near Bearing Other Bearing Other Bearings 1
Bent 1 Cap 1 Reinforced Concrete Pier Cap Reinforced Concrete Pier Cap 25
Bent 1 Pile 1 Reinforced Concrete Column Reinforced Concrete Column 1
Bent 1 Pile 2 Reinforced Concrete Column Reinforced Concrete Column 1
End Bent 1 Cap 1 Reinforced Concrete Pier Cap Reinforced Concrete Pier Cap 32
End Bent 1 Abutment Reinforced Concrete Abutment Reinforced Concrete Abutment 32
Bent 2 Cap 1 Reinforced Concrete Pier Cap Reinforced Concrete Pier Cap 25
Bent 2 Pile 1 Reinforced Concrete Column Reinforced Concrete Column 1
Bent 2 Pile 2 Reinforced Concrete Column Reinforced Concrete Column 1
End Bent 2 Cap 1 Reinforced Concrete Pier Cap Reinforced Concrete Pier Cap 32
End Bent 2 Abutment Reinforced Concrete Abutment Reinforced Concrete Abutment 32
Bent 3 Cap 1 Reinforced Concrete Pier Cap Reinforced Concrete Pier Cap 25
Bent 3 Pile 1 Reinforced Concrete Column Reinforced Concrete Column 1
Bent 3 Pile 2 Reinforced Concrete Column Reinforced Concrete Column 1
Bent 4 Cap 1 Reinforced Concrete Pier Cap Reinforced Concrete Pier Cap 25
Bent 4 Pile 1 Reinforced Concrete Column Reinforced Concrete Column 1
Bent 4 Pile 2 Reinforced Concrete Column Reinforced Concrete Column 1
Bent 5 Cap 1 Reinforced Concrete Pier Cap Reinforced Concrete Pier Cap 25
Bent 5 Pile 1 Reinforced Concrete Column Reinforced Concrete Column 1
Bent 5 Pile 2 Reinforced Concrete Column Reinforced Concrete Column 1
Bent 6 Cap 1 Reinforced Concrete Pier Cap Reinforced Concrete Pier Cap 25
Bent 6 Pile 1 Reinforced Concrete Column Reinforced Concrete Column 1
Bent 6 Pile 2 Reinforced Concrete Column Reinforced Concrete Column 1
Bent 7 Cap 1 Reinforced Concrete Pier Cap Reinforced Concrete Pier Cap 25
Bent 7 Pile 1 Reinforced Concrete Column Reinforced Concrete Column 1
Bent 7 Pile 2 Reinforced Concrete Column Reinforced Concrete Column 1
Bent 8 Cap 1 Reinforced Concrete Pier Cap Reinforced Concrete Pier Cap 25
Bent 8 Pile 1 Reinforced Concrete Column Reinforced Concrete Column 1
Bent 8 Pile 2 Reinforced Concrete Column Reinforced Concrete Column 1
General Inspection Notes
National Bridge and NC Inspection Items
Structure Number: 960202 Inspection Date: 01/19/2021
National Bridge Inventory Items
Item Grade Scale Grade
Item 58: Deck 0-9, N 7
Item 59:Superstructure 0-9, N 6
Item 60:Substructure 0-9, N 6
Item 61:Channel and Channel Protection 0-9, N 6
Item 62:Culvert 0-9, N N
Item 71:Waterway Adequacy 0-9, N 8
Item 72:Approach Roadway Alignment 0-9, N 8
Note: If NBI Inspection Item is not present,code NBI item with"N"
NC SMU Inspection Items
Item Grade Scale Grade Maint.Qty. Maint.Code
Deck Debris G, F,P,or C F 18468 3376
Drainage System G, F,P,or C G 0 3332
Utilities G, F,P,or C
Slope Protection G, F,P,or C G 0 3352
Scour G, F,P,or C
Wingwall G, F,P,or C F 22 3350
Field Scour Evaluation G
Drift G, F,P,or C P 0 3366
Fender System G, F,P,or C 0 3364
Movable Span Machinery G, F,P,or C
Response to Live Load G, F, P, or C G
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 11
Traffic Control Time Hours 8
Snooper Time Hours 7
Ladder Used YES/NO N
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 Y
National Bridge and NC SMU Inspection Item Details
Structure Number: 960202 Inspection Date: 01/19/2021
Item Channel and Channel Protection-Item 61 Grade 6 Maint Code Qty. 0
Details 60'LONG X 15'WIDE X 10'TALL AREA OF BANK EROSION UNDER SPAN 4.
50'LONG X 12'WIDE X 8'TALL AREA OF BANK EROSION UNDER SPAN 8.
Item Deck Debris Grade F Maint Code 3376 Qty. 18468
Details UP TO 1'WIDE DECK DEBRIS ALONG EAST AND WEST RAILS AT RANDOM
Item Drift Grade P Maint Code 3366 Qty. 0
Details 300 CUBIC YARDS OF DRIFT UPSTREAM OF BENT 6(PAR).
Item Wingwalls Grade F Maint Code 3350 Qty. 22
Details 16"X 8"X 1"DEEP SPALL WITH EXPOSED REBAR IN TOP OF SOUTHEAST WINGWALL
FULL WIDTH X FULL HEIGHT HAIRLINE MAP CRACKING IN NORTHEAST WINGWALL
FULL WIDTH X FULL HEIGHT HAIRLINE MAP CRACKING IN NORTHWEST WINGWALL
3"HIGH SETTLEMENT OF NORTHEAST WINGWALL EXTENSION
3"HIGH SETTLEMENT OF NORTHWEST WINGWALL EXTENSION
5"HIGH SETTLEMENT OF SOUTHEAST WINGWALL EXTENSION
7"HIGH SETTLEMENT OF SOUTHWEST WINGWALL EXTENSION
Item Portion of structure in>3'of water(Y or N) Grade Y Maint Code Qty. 0
Details SPANS 5 THROUGH 8.
Structure: 960202 County: WILKES Date: 01/19/2021 Condition Photos
-t:Y•
'^fit .4.' ..- v � -i� .• _
,f
•iR'�1-:�-I��+'.,. 'C- .� fir.
Span 7, Bent 6 Expansion Joint: 1' OF DEBRIS IMPACTION IN EAST AND WEST SHOULDERS
r ,
Span 7 Left Bridge Rail: 3" X 3" X 1/2" DEEP SPALL IN EAST FACE, 4' FROM BENT 6