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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 See Note Below c2 E � U O O ~ C6 O Y E j N C6 _N O N (� U i U N p ai a) U a) _� co Z CO m ? 2 a) = � c c s= E _ U g o U - M a) o LL co m co 0 E co c o p > a) ca a) m m m — w 2 H U E U _� a) a) Q o C) a) a) w a) a) ca Z c Z > O O@ 0 = O a) CA —O 2 a) 7 0 J N p L ,� = O C6 C6 c E x LEmta) m U O o m a) n E = o a m co LL � U m J LL Z Q � � � � JZ) Z) Q (n p Z Z 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