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HomeMy WebLinkAboutMDOT_RPT_STR 3954 Aurelius over Sycamore Creek 2017NBI INSPECTION 0DU8 Inspector Name Agency / Company Name Insp. Freq.Insp. Date Theodore Dombrowski Tetra Tech 24 10/10/2017 GENERAL NOTES Bridge had maintenance work in 2017 including deck patching, epoxy overlay and east sidewalk curb face patching. DECK 10/13 10/15 10/17 1. Surface (SIA-58A) 7 7 9 Deck patching and new epoxy overlay (2017). (10/17) Diagonal cracks in NW and SE corners. Vertical cracks at deck fascia at approx 3' spacing. Shallow spalls or incipient spalls with rust stains on underside of fascias. (10/15) Diagonal cracks in NW and SE corners. Vertical cracks at deck fascia at approx 3' spacing. Shallow spalls or incipient spalls with rust stains on underside of fascias. (10/13) 2. Expansion Joints N N N No expansion joints on bridge. (10/17) No expansion joints on bridge. (10/15) No expansion joints on bridge. (10/13) 3. Other Joints 5 7 7 Newer approach pavement. Joints at bridge reference lines in good condition. (10/17) Newer approach pavement. Joints at bridge reference lines in good condition. (10/15) Settlement, cracking and bituminous patches at approach pavement at each end of bridge. (10/13) 4. Railings 6 6 6 Concrete open parapet railing with one tube aluminum rail. Concrete railing has rusty cracks with shallow spalls on the posts (14 W side, 4 E side) and some scattered vertical hairline cracks on the horizontal rail. 8' longitudinal crack on face near top of W rail at N end, 6"x10" spall on face at S end, dent in tube rail near N end. New pedestrian chain link fencing on W railing. New concrete end block in SW quad, but no approach guardrail. (10/17) Concrete open parapet railing with one tube aluminum rail. Concrete railing has rusty cracks with shallow spalls on the posts (14 W side, 4 E side) and some scattered vertical hairline cracks on the horizontal rail. 8' longitudinal crack on face near top of W rail at N end, 6"x10" spall on face at S end, dent in tube rail near N end. New pedestrian chain link fencing on W railing. New concrete end block in SW quad, but no approach guardrail. (10/15) Concrete open parapet railing with one tube aluminum rail. The concrete railing has rusty cracks with shallow spalls on the posts (14 posts W side, 4 posts E side) and some scattered vertical hairline cracks on the horizontal rail. 8' longitudinal crack on top of W rail at N end. (10/13) 5. Sidewalks or Curbs 7 7 7 West sidewalk: Newer 6' widening. East sidewalk: Four new concrete patches along curbline. Minor shallow spall on curb face at south end. Hairline transverse cracks. Some shallow spalls on fascia at N end. (10/17) West sidewalk: New 6' widening. East sidewalk: Hairline transverse cracks, five spalls (7", 6", 18", 12" and 30") along gutterline, some to rebar. Some shallow spalls on fascia at N end. (10/15) West sidewalk: Two 6" spalls on west fascia. East sidewalk: Hairline transverse cracks, five spalls (7", 6", 18", 12" and 30") along gutterline. (10/13) 6. Deck Bottom Surface (SIA-58B) 7 7 7 Leaching diagonal cracks in NW and SE corners. One crack in SW quadrant. (10/17) Leaching cracks in NW and SE corners corresponding to cracks on deck surface. One crack in SW quadrant. (10/15) Leaching cracks in NW and SE corners corresponding to cracks on deck surface. One crack in SW quadrant. (10/13) MICHIGAN DEPARTMENT OF TRANSPORTATION STR 3954 BRIDGE SAFETY INSPECTION REPORT Facility Latitude / Longitude MDOT Structure ID Structure Condition AURELIUS ROAD 42.6843 / -84.5234 334385000150B01 Good Condition(7) Feature Length / Width / Spans Owner SYCAMORE CREEK 65 / 59.4 / 1 City: LANSING(3850) Location Built / Recon. / Paint / Ovly.TSC Operational Status IN THE CITY OF LANSING 1978 / / / 2017 Lansing(17)A Open, no restriction(A) Region / County Material / Design Last NBI Inspection Scour Evaluation University(6) / Ingham(33)3 Steel / 32 Multi Str Comp 10/10/2017 / 0DU8 7 Countermeasures Form P2502 Printed on 11/21/2017 Page 1 of 9 7. Deck (SIA-58) 7 7 7 Cracks in NW and SE corners on bottom. Vertical cracking with spalls or incipient spalls on deck fascias. (10/17) Cracks in NW and SE corners, both top and bottom. Vertical cracking with spalls or incipient spalls on deck fascias. (10/15) Cracks in NW and SE corners, both top and bottom. Vertical cracking with spalls or incipient spalls on deck fascias. (10/13) 8. Drainage No deck drains on bridge. (10/17) No deck drains on bridge. (10/15) No deck drains on bridge. (10/13) SUPERSTRUCTURE 10/13 10/15 10/17 9. Stringer (SIA-59) 7 7 7 Unpainted A588 rolled steel beams with cover plates. Beams have uniform corrosion with light flaking rust. Minor rust at abutments on fascia beams. (10/17) Unpainted A588 rolled steel beams with cover plates. Beams have uniform corrosion with light flaking rust. Minor rust at abutments on fascia beams. (10/15) Unpainted A588 rolled steel beams with cover plates. Beams have uniform corrosion with light flaking rust. Minor rust at abutments on fascia beams. (10/13) 10. Paint (SIA-59A) N N N Unpainted A588 steel. (10/17) Unpainted A588 steel. (10/15) Unpainted A588 steel. (10/13) 11. Section Loss N N N Beam ends are encased in concrete backwall. (10/17) Beam ends are encased in concrete backwall. (10/15) Beam ends are encased in concrete backwall. (10/13) 12. Bearings 7 7 7 Encased in concrete backwall. Corrosion with flaking rust of bearing sole plates. (10/17) Encased in concrete backwall. Corrosion with flaking rust of bearing sole plates. (10/15) Encased in concrete backwall. Corrosion with flaking rust of bearing sole plates. (10/13) SUBSTRUCTURE 10/13 10/15 10/17 13. Abutments (SIA-60) 8 8 8 Some vertical hairline cracks. Rust stains under beams at north abutment indicating that backwall is leaking. (10/17) Some vertical hairline cracks. Rust stains under beams at north abutment indicating that backwall is leaking. (10/15) Some vertical hairline cracks. Rust stains under beams at north abutment indicating that backwall is leaking. (10/13) 14. Piers (SIA-60) N N N (10/17) (10/15) (10/13) 15. Slope Protection 7 7 N Rating N/A for bridges over water. Cast-in-place concrete slope paving in front of abutments in good condition. (10/17) Cast-in-place concrete slope paving in front of abutments. (10/15) Cast-in-place concrete slope paving in front of abutments. (10/13) 16. Channel (SIA-61) 8 8 8 Channel slopes heavily vegetated. (10/17) Channel slopes heavily vegetated. (10/15) Channel slopes heavily vegetated. (10/13) 17. Scour Inspection 8 8 Face of abutments are out of the water under normal flow conditions. Abutments are protected by cast-in-place concrete slope paving. Channel bottom deeper where drainage pipes penetrate abutment walls. No evidence of scour was noted. (10/17) Face of abutments are out of the water under normal flow conditions. Abutments are protected by cast-in-place concrete slope paving. No evidence of scour was noted. (10/15) (10/13) MICHIGAN DEPARTMENT OF TRANSPORTATION STR 3954 BRIDGE SAFETY INSPECTION REPORT Facility Latitude / Longitude MDOT Structure ID Structure Condition AURELIUS ROAD 42.6843 / -84.5234 334385000150B01 Good Condition(7) Feature Length / Width / Spans Owner SYCAMORE CREEK 65 / 59.4 / 1 City: LANSING(3850) Location Built / Recon. / Paint / Ovly.TSC Operational Status IN THE CITY OF LANSING 1978 / / / 2017 Lansing(17)A Open, no restriction(A) Region / County Material / Design Last NBI Inspection Scour Evaluation University(6) / Ingham(33)3 Steel / 32 Multi Str Comp 10/10/2017 / 0DU8 7 Countermeasures Form P2502 Printed on 11/21/2017 Page 2 of 9 APPROACH 10/13 10/15 10/17 18. Approach Pavement 4 8 8 Newer bituminous pavement both approaches. (10/17) New bituminous pavement both approaches. (10/15) Bituminous approach pavement Heavily settled, cracked and patched at both abutments, southbound lanes more heavily patched. (10/13) 19. Approach Shoulders Sidewalks 4 8 8 Newer concrete sidewalk in SW, NW & NE quads. (10/17) New concrete sidewalk in SW, NW & NE quads, asphalt path in SW quad. (10/15) Approach sidewalk settled in all four quadrants. Settled 4" in NW and NE quadrants and 3" in SW and SE quadrants. (10/13) 20. Approach Slopes Slopes heavily vegetated. Approach guardrail dented in SE and NW quads. (10/17) Slopes heavily vegetated. Approach guardrail dented in SE and NW quads. (10/15) Slopes heavily vegetated. Approach guardrail dented in SE and NW quadrants. (10/13) 21. Utilities (10/17) (10/15) Concrete storm sewer pipe penetrating the middle of each abutment. (10/13) 22. Drainage Culverts (10/17) (10/15) (10/13) MISCELLANEOUS Guard Rail Other Items Item Rating Item Rating 36A. Bridge Railings 0 71. Water Adequacy 7 36B. Transitions 0 72. Approach Alignment 8 36C. Approach Guardrail 0 Temporary Support 0 No Temporary Supports 36D. Approach Guardrail Ends 0 High Load Hit (M)No Special Insp. Equipment 2 Underwater Insp. Method 1 False Decking (Timber) Removed to Complete Inspection N/A - No False Decking Critical Feature Inspections (SIA-92) Freq Date 92A. Fracture Critical 92B. Underwater 92C. Other Special 92D. Fatigue Sensitive MICHIGAN DEPARTMENT OF TRANSPORTATION STR 3954 BRIDGE SAFETY INSPECTION REPORT Facility Latitude / Longitude MDOT Structure ID Structure Condition AURELIUS ROAD 42.6843 / -84.5234 334385000150B01 Good Condition(7) Feature Length / Width / Spans Owner SYCAMORE CREEK 65 / 59.4 / 1 City: LANSING(3850) Location Built / Recon. / Paint / Ovly.TSC Operational Status IN THE CITY OF LANSING 1978 / / / 2017 Lansing(17)A Open, no restriction(A) Region / County Material / Design Last NBI Inspection Scour Evaluation University(6) / Ingham(33)3 Steel / 32 Multi Str Comp 10/10/2017 / 0DU8 7 Countermeasures Form P2502 Printed on 11/21/2017 Page 3 of 9 SUPPORTING IMAGES 0DU8 10/10/2017 Document Name: PA100847.JPG Document Name: PA100873.JPG Category: Elevation Category: Elevation Span Number:Span Number: Comments: East elevation.Comments: west elevation. Document Name: IMG_0817.JPG Document Name: IMG_0818.JPG Category: Approach Category: Approach Span Number:Span Number: Comments: North approach, looking north.Comments: South approach, looking south. MICHIGAN DEPARTMENT OF TRANSPORTATION STR 3954 BRIDGE SAFETY INSPECTION REPORT Facility Latitude / Longitude MDOT Structure ID Structure Condition AURELIUS ROAD 42.6843 / -84.5234 334385000150B01 Good Condition(7) Feature Length / Width / Spans Owner SYCAMORE CREEK 65 / 59.4 / 1 City: LANSING(3850) Location Built / Recon. / Paint / Ovly.TSC Operational Status IN THE CITY OF LANSING 1978 / / / 2017 Lansing(17)A Open, no restriction(A) Region / County Material / Design Last NBI Inspection Scour Evaluation University(6) / Ingham(33)3 Steel / 32 Multi Str Comp 10/10/2017 / 0DU8 7 Countermeasures Form P2502 Printed on 11/21/2017 Page 4 of 9 Document Name: IMG_0777.JPG Document Name: IMG_0814.JPG Category: Railing Category: Railing Span Number: 1 Span Number: 1 Comments: East railing.Comments: West railing. Document Name: IMG_0779.JPG Document Name: IMG_0788.JPG Category: Deck Category: Deck Span Number:Span Number: Comments: West sidewalk, looking north.Comments: West sidewalk, looking south. MICHIGAN DEPARTMENT OF TRANSPORTATION STR 3954 BRIDGE SAFETY INSPECTION REPORT Facility Latitude / Longitude MDOT Structure ID Structure Condition AURELIUS ROAD 42.6843 / -84.5234 334385000150B01 Good Condition(7) Feature Length / Width / Spans Owner SYCAMORE CREEK 65 / 59.4 / 1 City: LANSING(3850) Location Built / Recon. / Paint / Ovly.TSC Operational Status IN THE CITY OF LANSING 1978 / / / 2017 Lansing(17)A Open, no restriction(A) Region / County Material / Design Last NBI Inspection Scour Evaluation University(6) / Ingham(33)3 Steel / 32 Multi Str Comp 10/10/2017 / 0DU8 7 Countermeasures Form P2502 Printed on 11/21/2017 Page 5 of 9 Document Name: IMG_0792.JPG Document Name: IMG_0800.JPG Category: Deck Category: Deck Span Number: 1 Span Number: 1 Comments: Bridge looking south.Comments: Sidewalk curb repair, fourth patch from south. Document Name: IMG_0801.JPG Document Name: IMG_0802.JPG Category: Deck Category: Deck Span Number: 1 Span Number: 1 Comments: Sidewalk curb repair, third patch from south.Comments: Sidewalk curb repair, second patch from south. MICHIGAN DEPARTMENT OF TRANSPORTATION STR 3954 BRIDGE SAFETY INSPECTION REPORT Facility Latitude / Longitude MDOT Structure ID Structure Condition AURELIUS ROAD 42.6843 / -84.5234 334385000150B01 Good Condition(7) Feature Length / Width / Spans Owner SYCAMORE CREEK 65 / 59.4 / 1 City: LANSING(3850) Location Built / Recon. / Paint / Ovly.TSC Operational Status IN THE CITY OF LANSING 1978 / / / 2017 Lansing(17)A Open, no restriction(A) Region / County Material / Design Last NBI Inspection Scour Evaluation University(6) / Ingham(33)3 Steel / 32 Multi Str Comp 10/10/2017 / 0DU8 7 Countermeasures Form P2502 Printed on 11/21/2017 Page 6 of 9 Document Name: IMG_0803.JPG Document Name: IMG_0810.JPG Category: Deck Category: Deck Span Number: 1 Span Number: 1 Comments: Sidewalk curb repair, first patch from south.Comments: Bridge looking north. Document Name: PA100851.JPG Document Name: PA100857.JPG Category: Superstructure Category: Superstructure Span Number: 1 Span Number: 1 Comments: Underside of deck at bay 7W, south abutment.Comments: Typical underside of superstructure, looking north. MICHIGAN DEPARTMENT OF TRANSPORTATION STR 3954 BRIDGE SAFETY INSPECTION REPORT Facility Latitude / Longitude MDOT Structure ID Structure Condition AURELIUS ROAD 42.6843 / -84.5234 334385000150B01 Good Condition(7) Feature Length / Width / Spans Owner SYCAMORE CREEK 65 / 59.4 / 1 City: LANSING(3850) Location Built / Recon. / Paint / Ovly.TSC Operational Status IN THE CITY OF LANSING 1978 / / / 2017 Lansing(17)A Open, no restriction(A) Region / County Material / Design Last NBI Inspection Scour Evaluation University(6) / Ingham(33)3 Steel / 32 Multi Str Comp 10/10/2017 / 0DU8 7 Countermeasures Form P2502 Printed on 11/21/2017 Page 7 of 9 Document Name: PA100864.JPG Document Name: PA100874.JPG Category: Superstructure Category: Superstructure Span Number: 1 Span Number: 1 Comments: Underside of deck and backwall at bay 1W, south abutment. Comments: West fascia, north half. Document Name: PA100876.JPG Document Name: PA100878.JPG Category: Superstructure Category: Superstructure Span Number: 1 Span Number: 1 Comments: West fascia, south half.Comments: Underside of deck at bay 2W, north abutment. MICHIGAN DEPARTMENT OF TRANSPORTATION STR 3954 BRIDGE SAFETY INSPECTION REPORT Facility Latitude / Longitude MDOT Structure ID Structure Condition AURELIUS ROAD 42.6843 / -84.5234 334385000150B01 Good Condition(7) Feature Length / Width / Spans Owner SYCAMORE CREEK 65 / 59.4 / 1 City: LANSING(3850) Location Built / Recon. / Paint / Ovly.TSC Operational Status IN THE CITY OF LANSING 1978 / / / 2017 Lansing(17)A Open, no restriction(A) Region / County Material / Design Last NBI Inspection Scour Evaluation University(6) / Ingham(33)3 Steel / 32 Multi Str Comp 10/10/2017 / 0DU8 7 Countermeasures Form P2502 Printed on 11/21/2017 Page 8 of 9 Document Name: PA100865.JPG Document Name: PA100879.JPG Category: Substructure Category: Substructure Span Number: 1 Span Number: 1 Comments: South abutment.Comments: North abutment. Document Name: IMG_0804.JPG Document Name: IMG_0816.JPG Category: Channel Category: Channel Span Number:Span Number: Comments: Looking east (upstream).Comments: Looking west (downstream). MICHIGAN DEPARTMENT OF TRANSPORTATION STR 3954 BRIDGE SAFETY INSPECTION REPORT Facility Latitude / Longitude MDOT Structure ID Structure Condition AURELIUS ROAD 42.6843 / -84.5234 334385000150B01 Good Condition(7) Feature Length / Width / Spans Owner SYCAMORE CREEK 65 / 59.4 / 1 City: LANSING(3850) Location Built / Recon. / Paint / Ovly.TSC Operational Status IN THE CITY OF LANSING 1978 / / / 2017 Lansing(17)A Open, no restriction(A) Region / County Material / Design Last NBI Inspection Scour Evaluation University(6) / Ingham(33)3 Steel / 32 Multi Str Comp 10/10/2017 / 0DU8 7 Countermeasures Form P2502 Printed on 11/21/2017 Page 9 of 9 Bridge History, Type, Materials 27 - Year Built 1978 106 - Year Reconstructed 202 - Year Painted 203 - Year Overlay 2017 43 - Main Span Bridge Type 3 32 44 - Appr Span Bridge Type 77 - Steel Type 4 78 - Paint Type 0 79 - Rail Type 6 80 - Post Type 0 107 - Deck Type 1 108A - Wearing Surface 5 108B - Membrane 0 108C - Deck Protection 0 Structure Dimensions 34 - Skew 30 35 - Struct Flared 0 45 - Num Main Spans 1 46 - Num Apprs Spans 0 48 - Max Span Length 65 49 - Structure Length 65 50A - Width Left Curb/SW 10.5 50B - Width Right Curb/SW 5 33 - Median 0 51 - Width Curb to Curb 41.5 52 - Width Out to Out 59.4 112 - NBIS Length Y Inspection Data 90 - Inspection Date 10/10/2017 91 - Inspection Freq 24 92A - Frac Crit Req/Freq N 93A - Frac Crit Insp Date 92B - Und Water Req/Freq N 93B - Und Water Insp Date 92C - Oth Spec Insp Req/Freq N 93C - Oth Spec Insp Date 92D - Fatigue Req/Freq N 93D - Fatigue Insp Date 176A - Und Water Insp Method 1 58 - Deck Rating 7 58A/B - Deck Surface/Bottom 9 7 59 - Superstructure Rating 7 59A - Paint Rating N 60 - Substructure Rating 8 61 - Channel Rating 8 62 - Culvert Rating N Navigation Data 38 - Navigation Control 0 39 - Vertical Clearance 0 40 - Horizontal Clearance 0 111 - Pier Protection 116 - Lift Brdg Vert Clear 0 Route Carried By Structure(ON Record) 5A - Record Type 1 5B - Route Signing 5 5C - Level of Service 1 5D - Route Number 02003 5E - Direction Suffix 0 10L - Best 3m Unclr-Lt 0 0 10R - Best 3m Unclr-Rt 99 99 PR Number Control Section 11 - Mile Point 0 12 - Base Highway Network 0 13 - LRS Route-Subroute 0000003594 01 19 - Detour Length 2 20 - Toll Facility 3 26 - Functional Class 16 28A - Lanes On 3 29 - ADT 5500 30 - Year of ADT 2015 32 - Appr Roadway Width 46.9 32A/B - Ap Pvt Type/Width 4 46.92 42A - Service Type On 5 47L - Left Horizontal Clear 0.0 47R - Right Horizontal Clear 41.5 53 - Min Vert Clr Ov Deck 99 99 100 - STRAHNET 0 102 - Traffic Direct 2 109 - Truck % 2 110 - Truck Network 0 114 - Future ADT 6325 115 - Year Future ADT 2035 Freeway 0 Structure Appraisal 36A - Bridge Railing 0 36B - Rail Transition 0 36C - Approach Rail 0 36D - Rail Termination 0 67 - Structure Evaluation 7 68 - Deck Geometry 4 69 - Underclearance N 71 - Waterway Adequacy 7 72 - Approach Alignment 8 103 - Temporary Structure 113 - Scour Criticality 7 Miscellaneous 37 - Historical Significance 5 98A - Border Bridge State 98B - Border Bridge % 101 - Parallel Structure N EPA ID Stay in Place Forms 0 143 - Pin & Hanger Code 0 148 - No. of Pin & Hangers 0 Route Under Structure (UNDER Record) 5A - Record Type 5B - Route Signing 5C - Level of Service 5D - Route Number 5E - Direction Suffix 10L - Best 3m Unclr-Lt 10R - Best 3m Unclr-Rt PR Number Control Section 11 - Mile Point 12 - Base Highway Network 13 - LRS Route-Subroute 19 - Detour Length 20 - Toll Facility 26 - Functional Class 28B - Lanes Under 29 - ADT 30 - Year of ADT 42B - Service Type Under 5 47L - Left Horizontal Clear 47R - Right Horizontal Clear 54A - Left Feature 54B - Left Underclearance 99 99 54C - Right Feature 54D - Right Clearance 99 99 Under Clearance Year 55A - Reference Feature N 55B - Right Horiz Clearance 99.9 56 - Left Horiz Clearance 0 100 - STRAHNET 102 - Traffic Direct 109 - Truck % 110 - Truck Network 114 - Future ADT 115 - Year Future ADT Freeway Proposed Improvements 75 - Type of Work 76 - Length of Improvement 94 - Bridge Cost 95 - Roadway Cost 96 - Total Cost 97 - Year of Cost Estimate Load Rating and Posting 31 - Design Load 6 41 - Open, Posted, Closed A 63 - Fed Oper Rtg Method 6 64F - Fed Oper Rtg Load 2.81 64MA - Mich Oper Rtg Method 6 64MB - Mich Oper Rtg 1.68 64MC - Mich Oper Truck 18 65 - Inv Rtg Method 6 66 - Inventory Load 1.68 70 - Posting 5 141 - Posted Loading 193 - Overload Class MICHIGAN DEPARTMENT OF TRANSPORTATION STR 3954 STRUCTURE INVENTORY AND APPRAISAL Facility Latitude / Longitude MDOT Structure ID Structure Condition AURELIUS ROAD 42.6843 / -84.5234 334385000150B01 Good Condition(7) Feature Length / Width / Spans Owner SYCAMORE CREEK 65 / 59.4 / 1 City: LANSING(3850) Location Built / Recon. / Paint / Ovly.TSC Operational Status IN THE CITY OF LANSING 1978 / / / 2017 Lansing(17)A Open, no restriction(A) Region / County Material / Design Last NBI Inspection Scour Evaluation University(6) / Ingham(33)3 Steel / 32 Multi Str Comp 10/10/2017 / 0DU8 7 Countermeasures Form 1717A (01/2002)Printed on 11/21/2017 Page 1 of 1 WORK RECOMMENDATIONS 0DU8 Inspector Name Agency / Company Name Insp. Freq.Insp. Date Theodore Dombrowski Tetra Tech 24 10/10/2017 RECOMMENDATIONS & ACTION ITEMS Recommendation Type Priority Description Railing Repair M Upgrade east bridge railing to meet AASHTO standards for clear openings. Other M Replace approach guardrail. MICHIGAN DEPARTMENT OF TRANSPORTATION STR 3954 WORK RECOMMENDATIONS Facility Latitude / Longitude MDOT Structure ID Structure Condition AURELIUS ROAD 42.6843 / -84.5234 334385000150B01 Good Condition(7) Feature Length / Width / Spans Owner SYCAMORE CREEK 65 / 59.4 / 1 City: LANSING(3850) Location Built / Recon. / Paint / Ovly.TSC Operational Status IN THE CITY OF LANSING 1978 / / / 2017 Lansing(17)A Open, no restriction(A) Region / County Material / Design Last NBI Inspection Scour Evaluation University(6) / Ingham(33)3 Steel / 32 Multi Str Comp 10/10/2017 / 0DU8 7 Countermeasures Printed on 11/21/2017 Page 1 of 1