BRIDGE INSPECTION REPORT NBI Number: 037510 Bridge Number: I65-161-05556 ASBL Facility Carried: I-65 SBL Feature(s) Intersected: LAURAMIE CREEK Location: 04.44 S SR 38 Logmile Over: 0163.720 Logmile Under: Reference Post: 0163 Offset: 99 Inspection Date: 01/23/2014 Inspected By: ( * is primary inspector) Nathaniel Pfeiffer*, Randy Strain Inspection Type: Routine Special Fracture Critical Comments: Underwater Routine inspection conducted on 1/23/2014 by Nate Pfeiffer and Randy Strain. Scour Damage Other Info: Under Construction Initial Inspection Flag for Central Office Review This inspection report is property of the Indiana Department of Transportation. Questions related to the content of this report should be directed to the INDOT district bridge engineer or the INDOT state central office. TABLE OF CONTENTS NBI Number: 037510 Facility Carried: I-65 SBL Bridge Number: I65-161-05556 ASBL Feature(s) Intersected: LAURAMIE CREEK SECTION PAGE SI&A FULL 1 SI&A SHORT 5 GENERAL INVENTORY 6 APPROACH 8 DECK 10 SUPERSTRUCTURE 12 PAINT CONDITION 16 COLLISION DAMAGE 17 CHANNEL & CHANNEL PROTECTION 18 SUBSTRUCTURE 19 CULVERT AND UNDERFILL 23 FOUNDATION DATA 25 PICTURES 26 ESTIMATED REMAINING LIFE 32 APPRAISAL 33 OVER WT. VEHICLES & HIP 34 STRUCTURE DETAIL (503) 35 IN-DEPTH (504) 37 ACTIONS TAKEN (506) 38 SUBJECTIVE APPRAISAL (507) 39 SAFETY IMPROVEMENT 40 ROADWAY MANAGEMENT (600) 41 CONTRACTS 42 UNDERRECS 44 92A FRACTURE CRITICAL 47 92B UNDERWATER 51 92C SPECIAL INSPECTION 55 ROUTINE P.O.A. 57 THINK SAFETY FIRST TABLE OF CONTENTS NBI Number: 037510 Facility Carried: I-65 SBL Bridge Number: I65-161-05556 ASBL Feature(s) Intersected: LAURAMIE CREEK SECTION PAGE SPECIAL ID. ITEMS 60 92A. FRAC. CRIT. P.O.A 62 92B. UNDERWATER P.O.A 64 92C. SPECIAL P.O.A 66 SCOUR P.O.A 68 SCOUR 69 SCOUR COMMITTEE 74 LOAD RATING 75 NOTES 78 DEFICIENCY 78 NBI CALCULATIONS 83 THINK SAFETY FIRST STRUCTURE INVENTORY AND APPRAISAL REPORT - 1 NBI Number: 037510 Facility Carried: I-65 SBL Bridge Number: I65-161-05556 ASBL Feature(s) Intersected: LAURAMIE CREEK IDENTIFICATION 1. 8. 8L. 8X. 5A. 5A. 2. 3. 6. 7. 9A. 11A. 16. 8S. INDOT Bridge Number:.................................................................................... State:.............................................................................................................................. 185 (INDIANA) I65-161-05556 8SD. INDOT Bridge Desig:....................................................................................... NBI Number:......................................................................................................... 037510 ASBL 8C. Old Bridge No:.................................................................................................. County Bridge Number:......................................................................................................... 8E. New Bridge No:................................................................................................ Structure Name:......................................................................................................... 5B. Road Number On:............................................................................................ 111000650 Inventory Route On:............................................................................................ 00065 5B. Road Number Under:....................................................................................... Inventory Route Under:......................................................................................... District:...................................................................................................................................................................................... 01 (CRAWFORDSVILLE) City/Town:........................................................................................................ 4. 00000 (N/A) County:................................................................................................................................................................ 079 (TIPPECANOE) Feat Intersected:................................................................................................. LAURAMIE CREEK 98. Border Bridge:.................................................................................................. Facility Carried:....................................................................................................... I-65 SBL 99. Border Bridge Number:.................................................................................... Location:................................................................................................................... 04.44 S SR 38 9C. Map Location:................................................................................................... Mile Point (over):..................................................................................................... 0163.720 11B. Mile Point (under):............................................................................................ 17. Longitude:........................................................................................................ Latitude:........................................................................................................................................... 40° 19' 01.84" 086° 44' 44.77" STRUCTURE DATA 44A. Structure Type - Approach:............................................................................. 43A. Structure Type - Main Span:................................................................................................... 402 D (KCSB - 402D) 000 (000 - NONE) 000 - NONE 43C. Main Span Widening Type:.............................................................................................. 44C. Other Approach Types:................................................................................... N 45. Number of Spans - Main:.............................................................................................. 003 46. Number of Spans - Approach:......................................................................... 0000 107. Deck Structure Type:.............................................................................................. 1 (CONCRETE CAST-IN-PLACE) 108A. Wearing Surface:.............................................................................................. 3 (LATEX CONCRETE) 108B. Membrane:..................................................................................................... NONE 108C. Protection:......................................................................................................... 0 (NONE) 108D. Thickness of Asphalt:..................................................................................... 01.75 Inches AGE OF SERVICE 27A. 27B. 59B. 42A. 28A. 29A. 29B. 114. 109. 1968 1987 Year Built:......................................................................................................................... 106A. Reconstructed:............................................................................................... 09/29/2000 Paint Date:.............................................................................................................. 106B. Repaired:........................................................................................................ 0000 Paint Rating:...................................................................................................................... 6 59C. Tons Steel:..................................................................................................... 000078 Type of Service Over:................................................................................................................ 1 (HIGHWAY) 42B. Type of Service Under:.................................................................................. 5 (WATERWAY) Lanes on Structure:.............................................................................................. 02 28B. Lanes Under Structure:.................................................................................. 00 018125 VPD ADT - Over:.............................................................................................. 30A. ADT Year Over:.............................................................................................. 2010 VPD ADT - Under:.............................................................................................. 30B. ADT Year Under:............................................................................................ 032824 VPD Future ADT:..............................................................................................115. Future ADT Year:........................................................................................... 2034 46 % Trucks Average Truck Traffic:.............................................................................................. 19. Bypass Detour Length:................................................................................... 001 mi. GEOMETRIC DATA 48. Maximum Span Length:.............................................................................................. 0062.0 ft. 49. Structure Length:.............................................................................................. 00164.0 ft. 50A. Sidewalk/Curb Left:.............................................................................................. 00.0 ft. 50B. Sidewalk/Curb Right:................................................................................... 00.0 ft. 51. Bridge Roadway Width:.............................................................................................. 039.5 ft. 52. Deck Width (O-O):............................................................................................ 042.5 ft. 32. Approach Roadway Width:.............................................................................................. 038.0 ft. 33. Bridge Median:................................................................................................. 0 (NO MEDIAN) 0 (NO FLARE) 35. Structure Flared:.............................................................................................. 00 Degree(s) 34. Skew:.............................................................................................. 10A. Defense Vertical Clearance - Over:........................................................................................... 99' 99" 10B. Defense Vertical Clearance - Under:............................................................... 00' 00" 039.5 ft. 47B. Total Horiz. Clearance Over West/South:........................................................ 47A. Total Horiz. Clearance Over East/North:.............................................................................................. ft. 47C. Total Horiz. Clearance Over East/North (First UnderRec):.............................................................................................. ft. 47D. Total Horiz. Clearance Over West/South (First UnderRec):............................ ft. 53. Vertical Clearance/Deck:............................................................................................................................................................. 99' 99" 000.0 ft. 55B. Lateral Right:.............................................................................................. 54B. Underclearance:............................................................................................... 00' 00" 55A. Min Latr. Cl. Right - Code:.............................................................................................................................. N 54A. Min Vert Clear Code:........................................................................................ N 000.0 ft. 56. Lateral Left:........................................................................................................... THINK SAFETY FIRST 1 STRUCTURE INVENTORY AND APPRAISAL REPORT - 2 NBI Number: 037510 Facility Carried: I-65 SBL Bridge Number: I65-161-05556 ASBL Feature(s) Intersected: LAURAMIE CREEK NAVIGATION 38. Navigational Control:................................................................................................................................ 0 40. Navigation Horizontal Clearance:.............................................................................. 0000.0 ft. 000.0 ft. 39. Navigation Vertical Clearance:................................................................................................................................ 116. Vertical Clearance - Lift Bridge:................................................................................. 111. Pier/Abutment Protection:................................................................................................................................ CLASSIFICATION 112. NBIS Bridge Length:................................................................................................................................ Y 12. Base Highway Network:............................................................................................ 1 104A. Highway System - Over:................................................................................................................................ 1 104B. Highway System - Under:......................................................................................... 26A. Func. Class - Over:................................................................................................................................ 0000000001 01 13A. LRS Inventory Route:................................................................................................ 26B. Func. Class - Under:................................................................................................................................ 13B. LRS Inventory Subroute:........................................................................................... 01 100. Defense Highway Des:................................................................................................................................ L 1 101. Parallel Structure Des:.............................................................................................. 102. Direction of Traffic:................................................................................................................................ 1 (1-WAY TRAFFIC) 103. Temporary Structure Des:......................................................................................... 110. Des. Nat. Network:................................................................................................................................ 3 (ON FREE ROAD) 1 20. Toll:........................................................................................................................... 21. Maint. Responsibility:................................................................................................................................ 01 (STATE HIGHWAY AGENCY) 22. Owner:....................................................................................................................... 01 (STATE HIGHWAY AGENCY) 37. Historical Significance:................................................................................................................................ 5 (NOT ELIGIBLE) CONDITION CONDITION MATERIAL RATING 58. Deck:............................................................................................................................................................................................................................................... 6 58.01 Wearing Surface:............................................................................................................................................................................................................................ 5 59. Superstructure:................................................................................................................................................................................................................................ 6 60. Substructure:................................................................................................................................................................................................................................... 6 61. Channel:.......................................................................................................................................................................................................................................... 6 62. Culv/Ret:......................................................................................................................................................................................................................................... N 4 65. Approach Roadway:........................................................................................................................................................................................................................ LOAD RATING AND POSTING 31. Design Load:.................................................................................................................................................................................................................................... 6 (HS 20+MOD) 64B. Year of Rating:........................................................................................................... 2007 64. Operating Rating:............................................................................................................................................................................................................................. 59 63. Oper Rating Method:.................................................................................................. 1 (LOAD FACTOR (LF)) 1 (LOAD FACTOR (LF)) 66. Inventory Rating:.............................................................................................................................................................................................................................. 36 65. Inv Rating Method:..................................................................................................... 66B. Gross Tons or H Rating:................................................................................................................................................................................................................... 26 Tons 70. Bridge Posting:................................................................................................................................................................................................................................. 5 (EQUAL TO OR ABOVE LEGAL LOADS) 41. Open, Posted, or Closed:................................................................................................................................................................................................................. A (OPEN) 66C. Tons Posted:.................................................................................................................................................................................................................................... 66D. Date Posted/Closed:.................................................................................................. Restriction Signage:.................................................................................................................................................................................................................................. APPRAISAL Unofficial COMMENTS 67. 68. 69. Official 6 6 Structural:........................................................................................................................................................................................................................................ 6 6 Geometry:........................................................................................................................................................................................................................................ N N Underclearance:.............................................................................................................................................................................................................................. 9 71. Waterway Adequacy:...................................................................................................................................................................................................................... 8 There is a significant horizontal curve just prior to the bridge. 72. Roadway Alignment:....................................................................................................................................................................................................................... 1 (MEETS CURRENT SAFETY STANDARDS) 36A. Traffic Safety Features (Bridge Railings):....................................................................................................................................................................................... 1 (MEETS CURRENT SAFETY STANDARDS) 36B. Traffic Safety Features (Transitions):.............................................................................................................................................................................................. 1 (MEETS CURRENT SAFETY STANDARDS) 36C. Traffic Safety Features (Approach Guardrail):................................................................................................................................................................................ 1 (MEETS CURRENT SAFETY STANDARDS) 36D. Traffic Safety Features (Approach Guardrail Ends):....................................................................................................................................................................... A (CONCRETE BARRIER RAIL) 36X. Bridge Rail Type:............................................................................................................................................................................................................................. 5 (STABLE) 113A. Scour Critical Bridge:...................................................................................................................................................................................................................... THINK SAFETY FIRST 2 STRUCTURE INVENTORY AND APPRAISAL REPORT - 3 NBI Number: 037510 Facility Carried: I-65 SBL Bridge Number: I65-161-05556 ASBL Feature(s) Intersected: LAURAMIE CREEK PROPOSED IMPROVEMENTS 73. 75. Year Needed:..................................................................... 2017 35 (REHABILITATION) 1 (CONTRACT) Type of Work:........................................................................................................................................................................................................................... Describe Item 75: Bridge Deck Replacement and Widening 76. 94. 95. 96. 97. 114. 115. Improvement Length:.............................................................................................................................. 000164 ft. Bridge Improvement Costs:.......................................................................................................................................... $001250 x 1000 Roadway Improvement Costs:........................................................................................................................... $000000 x 1000 Total Project Cost:......................................................................................................................... $001250 x 1000 Year of Cost Estimate:......................................................................................................................... 2012 Future ADT:............................................................................................................................................................. 032824 VPD Year of Future ADT:............................................................................................................................................. 2034 INDIANA AND LOCAL MAINTENANCE NEEDS 573. Year Needed:..................................................................... Describe Item 575: 596. Total Project Cost:......................................................................................................................... $ x 1000 INSPECTION DATA 90. 92. 93. Inspection 01/23/2014 91.Des. Inspection Frequency:............................................................................... 24 Months Date:....................................................................... Critical Feature Inspection: N A:............................................................................... B:............................................................................... N C:............................................................................ N Critical Feature Inspection Date: A:............................................................................... B:............................................................................... C:............................................................................ REMAINING LIFE 63X. Estimated Remaining Life: A: B: C: D: E: F: G: H: Wearing Surface:................................................................................ Years SUFFICIENCY RATING: Deck:............................................................................... Years Functionally Obsolete: Joints:............................................................................... Years Structurally Deficient: Superstructure:............................................................................... Years Substructure:............................................................................... Years Approach:............................................................................... Years Channel:............................................................................... Years Culvert:............................................................................... Years REMARKS THINK SAFETY FIRST 3 Unofficial Official 96.3 N N 96.0 N N STRUCTURE INVENTORY AND APPRAISAL SHORT FORM NBI Number: 037510 Facility Carried: I-65 SBL IDENTIFICATION Bridge Number: I65-161-05556 ASBL Feature(s) Intersected: LAURAMIE CREEK GEOMETRIC DATA REMAINING LIFE 0062.0 Ft. Estimated Remaining Life: State:......................................................................................... 185 (INDIANA) Max. Span Length:.............................................................................................................................................. 00.0 Ft. Wearing Surface:................................................................. Years District:......................................................................................... 01 (CRAWFORDSVILLE) Sidewalk/Curb Lt:................................................................................................................................................ 00.0 Ft. Deck:.................................................................................... Years County:......................................................................................... 079 (TIPPECANOE) Sidewalk/Curb Rt:............................................................................................................................................... Years 039.5 Ft. Joints:................................................................................... City/Town:......................................................................................... 00000 (N/A) Br. Rdwy Width:.................................................................................................................................................. 038.0 Ft. Superstructure:.................................................................... Years Feature Intersected:......................................................................................... LAURAMIE CREEK Approach Roadway Width:................................................................................................................................. 00 Degree(s) Substructure:........................................................................ Years Facility Carried:......................................................................................... I-65 SBL Skew:.................................................................................................................................................................. Approach:............................................................................. Years Location:......................................................................................... 04.44 S SR 38 Total Hor. Clearance - Over:............................................................................................................................... 039.5 Ft. Total Hor. Clearance - Under:............................................................................................................................. Channel:............................................................................... Years Map:......................................................................................... Ft. STRUCTURE DATA Vert Clear./Deck:................................................................................................................................................ 99' 99" Culvert:................................................................................. Years Structure Length:................................................................................................................................................ 00164.0 Ft. PROPOSED IMPROVEMENTS 042.5 Ft. Str. Type - Main:......................................................................................... 402 D(KCSB - 402D) Deck Width (O-O):.............................................................................................................................................. 2017 00' 00" Year Needed:....................................................................... Str. Type - Appr:......................................................................................... 000 (000 - NONE) Underclearance:................................................................................................................................................. Deck Str. Type:......................................................................................... 1 (CONCRETE CAST-IN-PLACE) LOAD RATING AND POSTING Type Work:........................................................................... 35 1 3 (LATEX CONCRETE) Wearing Surface:......................................................................................... Design Load:......................................................................................... 6 Protection:......................................................................................... 0 (NONE) Describe Work: Operating Rating:......................................................................................... 59 No. of Spans - Main:......................................................................................... 003 Bridge Deck Replacement and Widening Inventory Rating:......................................................................................... 36 No. of Spans - Approach:......................................................................................... 0000 AGE OF SERVICE Gross Tons or H Rating:......................................................................................... 26 Tons Posting:.......................................................... 5 (EQUAL TO OR ABOVE LEGAL LOADS) Year Built:......................................................................................... 1968 Date Posted/Closed:......................................................................................... Reconstructed:......................................................................................... 1987 Open, Posted, or Closed:......................................................................................... A (OPEN) Repaired:......................................................................................... 0000 Tons Posted:......................................................................................... 2007 Type of Service:......................................................................................... 1 (HIGHWAY) Year of Rating:......................................................................................... Lanes on Structure:......................................................................................... 02 INSPECTIONS Sufficiency Rating:.......................................................... 96.0 Lanes under Structure:......................................................................................... 00 Inspection Date:......................................................................................... 01/23/2014 Improvement Length:........................................................... 000164 ADT - Over:......................................................................................... 018125 VPD Des. Inspection Frequency:......................................................................................... 24 Months Bridge Imp. Costs:............................................................... 001250 x 1000 ADT - Under:......................................................................................... VPD Critical Feature Roadway Imp. Costs:........................................................... 000000 x 1000 ADT Year Over:......................................................................................... 2010 A:......................................................................................... N B:......................................................................................... N C:......................................................................................... N Total Project Cost:............................................................... 001250 x 1000 ADT Year Under:......................................................................................... Critical Feature Inspection Date: Year of Cost Estimate:......................................................... 2012 A:......................................................................................... B:......................................................................................... C:......................................................................................... CONDITION CONDITION MATERIAL RATING Deck:................................................................................................................................................................................................................................................. 6 Wearing Surface:............................................................................................................................................................................................................................... 5 6 Superstr:............................................................................................................................................................................................................................................ 6 Substr:............................................................................................................................................................................................................................................... 6 Channel:............................................................................................................................................................................................................................................ N Culv/Ret:............................................................................................................................................................................................................................................ Approach Roadway:.......................................................................................................................................................................................................................... 4 APPRAISAL RATING Structural:......................................................................................................................................................................................................................................... 6 Geometry:......................................................................................................................................................................................................................................... 6 Underclearance:............................................................................................................................................................................................................................... N Waterway Adequacy:....................................................................................................................................................................................................................... 9 Roadway Alignment:........................................................................................................................................................................................................................ 8 There is a significant horizontal curve just prior to the bridge. REMARKS 4 GENERAL INVENTORY DATA NBI Number: 037510 Facility Carried: I-65 SBL Bridge Number: I65-161-05556 ASBL Feature(s) Intersected: LAURAMIE CREEK IDENTIFICATION Contract Prefix:......................................................................................................... B 00039950 (A.) Sort Number:...................................................................................................... Contract Number:......................................................................................................... 15291 1. State:.................................................................................................................. (INDIANA) 8A. NBI Number:......................................................................................................... 037510 2. District:............................................................................................................... 01 (CRAWFORDSVILLE) 8N. Bridge No:............................................................................................................................. I65-161-05556 3. County:............................................................................................................... 079 (TIPPECANOE) 8C. Structure Designation:............................................................................................................... 4. City/Town:.......................................................................................................... 00000 (N/A) 6. 7. 5. 5. Features Intersected:.................................................................................................... LAURAMIE CREEK 9. Location:............................................................................................................ 04.44 S SR 38 Facility Carried:......................................................................................................... I-65 SBL 16. Latitude:............................................................................................................. 40° 19' 01.84" 17. Longitude:.......................................................................................................... 086° 44' 44.77" Road Number On:............................................................................................................ I065 Road Number Under:............................................................................................................................... 0163.720 11A. Logmile Over:..................................................................................................... Inventory Route On:.................................................................................................... 111000650 11B. Logmile Under:................................................................................................... Inventory Route Under:............................................................................................. STRUCTURE DATA 43. Material/Design - Main Span:................................................................................................... KCSB - 402D402 D 44. Material/Design - Approach Spans:................................................................. 000000 () Variable Depth Continuous Variable Depth Curved Continuous Curved 44C. Other Approach Codes:................................................................................... N 000 - NONE 43C. Main Span Widening Type:.............................................................................................. 45. Number of Spans - Main:.............................................................................................. 003 46. Number of Spans - Approach:.......................................................................... 0000 GEOMETRIC DATA 28A. 28B. 33. 34. Lanes Over:........................................................................................................... 02 (02) 19B. Type Interchange:............................................................................................ N Lanes Under:............................................................................................................ 00 (00) 102. Traffic Direction:.............................................................................................. 1 (1-way traffic) 116. Minimum Nav Vert Clearance:......................................................................... Bridge Median:............................................................................................................ 0 (No Median) Degree 35. Structure Flared:.............................................................................................. 0 (No flare) 00 (s) Skew:.............................................................................................. MEASUREMENT DATA 48. 49. Additional Span Lengths Maximum Span Length:.............................................................................................. 0062.0 Ft. Structure Length:.............................................................................................. 00164.0 Ft. Ft. Ft. Ft. Ft. Ft. Ft. 47A. Total Horizontal Clearance - Over:.............................................................................................. 039.5 Ft. 47B. Total Horizontal Clearance - Over:.................................................................. Ft. 47D. Total Horizontal Clearance - Under:................................................................ Ft. 47C. Total Horizontal Clearance - Under:.............................................................................................. Ft. 50A. Sidewalk Width Left:.............................................................................................. 00.0 Ft. 51. Bridge Roadway Width:................................................................................... 039.5 Ft. 52. Deck Width:.............................................................................................. 00.0 Ft. 042.5 Ft. 50B. Sidewalk Width Right:........................................................................................ 32. Approach Roadway Width:.............................................................................. 038.0 Ft. 53. Minimum Verticle Over:............................................................................................................................................................. 99' 99" 54A. Minimum Verticle Clearance Code:.................................................................................................... N 10A. Defense Vertical Clearance - Over:................................................................. 99' 99" Plan Measured Laser 10B. Defense Vertical Clearance - Under:............................................................... 00' 00" Date 54B.1.Lateral Right:.............................................................................................. 000.0 Ft. Min Vert Over 54B2 Lateral Left:.............................................................................................. 000.0 Ft. Governs TRAFFIC SAFETY FEATURES 36A. TSF Bridge Railing:.............................................................................................. 36D. TSF Terminal End:........................................................................................... 1 (MEETS CURRENT SAFETY STANDARDS) 1 (MEETS CURRENT SAFETY STANDARDS) 36B. TSF Transisitions:.............................................................................................. 36X.1 Bridge Rail Type:............................................................................................. 1 (MEETS CURRENT SAFETY STANDARDS) 36X.2 Fencing On Bridge:.......................................................................................... 2 36C. TSF App Guradrail:.............................................................................................. 1 (MEETS CURRENT SAFETY STANDARDS) CONSTRUCTION HISTORY THINK SAFETY FIRST 5 GENERAL INVENTORY DATA NBI Number: 037510 Facility Carried: I-65 SBL Bridge Number: I65-161-05556 ASBL Feature(s) Intersected: LAURAMIE CREEK CONSTRUCTION HISTORY 27. Year Built:.......................................................................................................................... 1968 106B. Year Widened:.............................................................................................. 0000 Contract Number:................................................................... Contract Number:.............................................................................................. R-7858 106A. Year Reconstructed:.............................................................................................. 1987 106C.1Year Last Repaired:....................................................................................... 0000 Contract Number:................................................................... Contract Number:.............................................................................................. B-15291 DECK WEARING SURFACE 107. Deck Struct Type:................................................................................................... 1 (CONCRETE CAST-IN-PLACE) 108A. Wear Surface Type:......................................................................................... 3 (LATEX CONCRETE) 107B. Concrete Form:....................................................................................................... N 108B. Membrane Type:.............................................................................................. 0 (NONE) 108C.Deck Prot:........................................................................................................ 0 (NONE) N 107C.Metal Form:......................................................................................................... 108D.Additional Overlay:........................................................................................... 01.75 107D.Deck Thickness:............................................................................................................... 07.25 COMMENTS THINK SAFETY FIRST 6 APPROACH CONDITION (72X) NBI Number: 037510 Facility Carried: I-65 SBL Overall Rating (72X) Bridge Number: I65-161-05556 ASBL Feature(s) Intersected: LAURAMIE CREEK 4 72X Rating Based 72X.02 72X. Overall Condition Comments Approaches are in poor condition; from the pavement itself to the slabs to the slab overlays to the joints between the approaches and the deck (NDP 1/23/2014). 72. Roadway Alignment 8 Note: 72 is Roadway Alignment and is an appraisal item: ITEM RATING COMMENTS GOVERNING For Roadway Carried on Bridge 72X.01 Alignment 8 72X.02 Approach Slab 4 Approach slabs are in poor condition. Apparently they were overlayed with asphalt, but even the overlay is in poor condition. (NDP 1/23/2014) I DID NOT SEE A RATING OF A 4 PER WOODY GARRISON'S COMMENT 5/22/06. APPARENTLY THE APPROACHES HAVE BEEN PAVED. PHOTOS WERE TAKEN. 11/23/09 72X.03 Relief Joints N 72X.04 Approach Guardrail 7 The north approach guardrail seems to be new in the summer of 2011. 11/16/2011 72X.05 Approach Pavement 5 I reduced the approach pavement rating from a satisfactory rating of 6 to a fair rating of 5 (NDP 1/23/2014). South approach pavement on the right lane has large asphalt patch. 11/16/2011 72X.06 Approach Shoulders 6 72X.07 Approach Median 6 For Roadway Under the Bridge 72X.08 Alignment N 72X.09 Guardrail N 72X.10 Impact Attenuators N 72X.11 Pavement N SPEED REDUCTION FOR BRIDGE APPROACH 72X.12 Roadway Over 3 72X.13 Roadway Under N 72X.14 Posted speed limit Over 70 72X.15 Posted speed limit Under NA THINK SAFETY FIRST 7 APPROACH CONDITION (72X) NBI Number: 037510 Facility Carried: I-65 SBL 72X.15 Posted speed limit Under 72X.16 Embankment Bridge Number: I65-161-05556 ASBL Feature(s) Intersected: LAURAMIE CREEK NA 6 THINK SAFETY FIRST 8 DECK CONDITION (58) NBI Number: 037510 Facility Carried: I-65 SBL Overall Rating (58) 6 Bridge Number: I65-161-05556 ASBL Feature(s) Intersected: LAURAMIE CREEK 58 Rating Based on: ITEM 58.02 Overall 58. Deck Comments Deck is overall in satisfactory condition although it is borderline fair condition (NDP 1/23/2014). ITEM RATING 58.01 Wearing Surface 5 108A. Type of Wearing Surface 3 108C. Deck Protection 0 58.02 Deck Underside 6 COMMENTS GOVERNING Due to the finding of 5 Deck Wearing Surface patches, I have reduced the Deck Wearing Surface condition from a good raing of 7 to a fair rating of 5.[Sherwood Garrison, 05/22/2006] Cathodic Protection THE BOTTOM OF ALL SPANS ARE TRANSVERSELY CRACKED. PHOTO WAS TAKEN. 11/23/09 Post-Tensioned 58.03 Curbs N 58.04 Copings 6 58.05 Median N 58.06 Sidewalks N 58.07 Parapet 5 58.08 Railing/Post N 58.09 Painted Lines 6 58.10 Drains 6 58.11 Down Spouts/Drain Pipes 5 58.12 Lights N 58.13 Signs N 58.14 Utilities What/Where N PARAPET WALL HAS BEEN HIT BY VEHICLE AT THE END OF THE BRIDGE ON THE SOUTHEAST CORNER. PARAPET WALL IS ALSO CRACKED ON THE WEST SIDE TOWARD THE SOUTH END OF THE BRIDGE.[DAN BEWLEY, 04/10/2002] Median drain pipe in the north span empties water on the bottom flange of the exterior beam. Median drain pipe in the south span has fallen off. (NDP 1/23/2014) Gas Electric Telephone Water Sanitary Sewer Storm Sewer T.V. Cable R.R. Communication Other THINK SAFETY FIRST 9 DECK CONDITION (58) NBI Number: 037510 Facility Carried: I-65 SBL Bridge Number: I65-161-05556 ASBL Feature(s) Intersected: LAURAMIE CREEK RATING LENGTH TYPE 58.15 Longitudinal Joints N N 58.16 Transverse Joints (Overall) 0 A 58.16A South/West 0 A 58.16B Interior N N 58.16C North/East 0 A (sqft) LOCATION Comment 58.20A Wearing Surface Delamination 58.20B Wearing Surface Spalling 58.20C Wearing Surface Patched 58.20 Total Patch Required Joint Opening Data Approximate Air Temp = Abutments Width Right Fahrenheit Width left South/West North/East Interior (1) (2) (3) (4) (5) Joint Comments THINK SAFETY FIRST 10 COMMENT GOVERNING SUPERSTRUCTURE (59A) NBI Number: 037510 Facility Carried: I-65 SBL Overall Rating (59A) Bridge Number: I65-161-05556 ASBL Feature(s) Intersected: LAURAMIE CREEK 6 59A Rating Based on: ITEMS 59A.01 and 59A.03 59A. Overall Comments Overall satisfactory condition (NDP 1/23/2014). ITEM 59A.01 Bearings RATING COMMENTS 6 Typical deterioration due to failed BS joints (NDP 1/23/2014). Primary 59A.01A Bearing Types at Abutments E 59A.01B Bearing Types at Intermediate X Secondary 59A.01C Seismic Restraints Steel 59A.02 Steel: Girders N 59A.03 Beams 6 59A.04 Diaphragms 6 59A.05 Cross Bracings N Concrete Post-Tensioned 59A.06 Concrete: Girders N 59A.07 Beams N Cracks in Beams 59A.08 Diaphrams N 59A.09 Concrete Slabs N Yes 59A.10 Integral with pier cap: Timber 59A.11 Timber N Arches 59A.12 Arches N 59A.13 Arch Ring N 59A.14 Spandrel Walls N THINK SAFETY FIRST 11 GOVERNING Angle/Dir. (If Rockers) SUPERSTRUCTURE (59A) NBI Number: 037510 Facility Carried: I-65 SBL Bridge Number: I65-161-05556 ASBL Feature(s) Intersected: LAURAMIE CREEK Floor System 59A.15 Stringers N 59A.16 Floor Beams N 59A.17 Knee Braces N Trusses 59A.18 Trusses N Yes 59A.19 Truss members eyebars 59A.20 Verticals N 59A.21 Diagonals N 59A.22 Upper Chords N 59A.23 Lower Chords N 59A.24 Upper Bracings N 59A.25 Portals N 59A.26 Top Laterals N 59A.27 Lateral Strut N 59A.28 Sway Bracings N 59A.29 Lower Bracings Laterals N 59A.T1 N 59A.T2 N Other 59A.30 Connection Plates N 59A.31 Gusset Plates N 59A.32 Stay/Batten Plates N 59A.33 Lacings N 59A.34 Rivets N 59A.35 Bolts 6 59A.36 Splice Plates 6 59A.37 Brackets 6 59A.38 Tack Welds 6 THINK Dan Bewley and I conducted an in-depth and arms-reach inspection of the Superstructure Steel Beams, Superstructure Diaphragms, and Superstructure Steel connections using the UB-40 Reach-All. All connections SAFETY FIRST seen were welded connections except at the End Bents 12 the diaphragms are bolted to plates welded onto the where beam webs. The are two locations of Diaphragnm to Beam SUPERSTRUCTURE (59A) NBI Number: 037510 Facility Carried: I-65 SBL Bridge Number: I65-161-05556 ASBL Feature(s) Intersected: LAURAMIE CREEK Superstructure Diaphragms, and Superstructure Steel connections using the UB-40 Reach-All. All connections seen were welded connections except at the End Bents where the diaphragms are bolted to plates welded onto the beam webs. The are two locations of Diaphragnm to Beam Web Welds where there may be a possible crack in the weld. One location is at the West most diaphragm top flange of the Interior Diaphragm line to West most Beam Web weld on the South edge of the diaphragm flange in Span A. The other possible crack is located at the West most diaphragm top flange of the Interior Diaphragm line to West most Beam Web weld on the North edge of the diaphragm flange in Span C.[Sherwood Garrison, 05/22/2006] 59A.39 Full Welds 6 59A.40 Others N Pin Connections 59A.41 Hangers N 59A.42 Total # of Hangar Bars 00 59A.43 Hinges N 59A.44 Pins N 59A.45 Total # of Pins 00 59A.46 Nuts N 59A.47 Hanger bars N 59A.48 Web plates N 59A.49 Mudwalls N 59A.50 Curtain walls N 59A.51 Collision Damage N 59A.52 Alignment of Members 7 59A.53 Deflections 6 59A.54 Vibrations 6 59A.55 Impact 6 59A.56 Noise 6 North joint was "banging" during the 2011 inspection THE NORTH JOINT WAS "BANGING" DURING THE 2009 INSPECTION THINK SAFETY FIRST 13 SUPERSTRUCTURE (59A) NBI Number: 037510 Facility Carried: I-65 SBL Bridge Number: I65-161-05556 ASBL Feature(s) Intersected: LAURAMIE CREEK Additional Items 59A.O1 N 59A.O2 N THINK SAFETY FIRST 14 PAINT CONDITION (59B) NBI Number: 037510 Facility Carried: I-65 SBL Overall Rating (59B) Bridge Number: I65-161-05556 ASBL Feature(s) Intersected: LAURAMIE CREEK 6 59B Rating Based on: ITEM 59B.01 59B. Overall Comments Overall satisfactory condition (NDP 1/23/2014). ITEM RATING 59B.01 Condition of Paint COMMENTS GOVERNING 6 THE DIAPHRAGMS ABOVE THE ABUTMENT BEARINGS ARE RUSTING. PHOTO WAS TAKEN. 11/23/09 3 The 3 coat paint system was used, governed by the 1999 specifications and the supplemental specifications for lettings after January 1, 2000. The coding is a 3 meaning other. The blast is a commercial blast. The first coat is a zinc organic primer. The second coat is an epoxy intermediate coat. And, the third coat is a polyurethane finish coat.[Sherwood Garrison, 12/14/2000] (amt of rust/corrosion) 59B.02 Type of Paint (Primer) 59B.03 Paint System 59B.04 Paint Color 3 Coat System Light Blue 59B.05 Est Rem Life of Paint 27B Paint Date - Year 59B.06 Paint Contract Number 30 2000 M-24807 59B.07 Weathering Steel 59C Tons of Steel N 000078 Type Other Coatings and Sealants September of 2000. Rate N THINK SAFETY FIRST 15 COLLISION DAMAGE INFORMATION - TO STRUCTURAL MEMBERS (505) NBI Number: 037510 Facility Carried: I-65 SBL ITEM Bridge Number: I65-161-05556 ASBL Feature(s) Intersected: LAURAMIE CREEK RATING 505.01 Is there any collision damage? N 505.02 Number of members damages 0 505.03 Severity of Damage COMMENTS NA 60.29 Substructure Collision Damage(Comments) 59A.51 Superstructure Collision Damage (Comments) THINK SAFETY FIRST 16 CHANNEL & CHANNEL PROTECTION (61) NBI Number: 037510 Facility Carried: I-65 SBL Overall Rating (61) 6 Bridge Number: I65-161-05556 ASBL Feature(s) Intersected: LAURAMIE CREEK 61 Rating Based on: ITEM 61.05 61. Overall Comments I saw no obvious changes during the 2011 inspection. 11/16/2011 I SAW NO OBVIOUS CHANGES IN THE BRIDGE DURING THE 2009 INSPECTION. THE AREA THE CONTRACTORS WERE DIGGING IN APPEARS TO BE OK. 11/23/09 THE CHANNEL RUNS FROM THE EAST TOWARD THE WEST & DOES NOT TOUCH THE INTERMEDIATE PIERS AT NORMAL FLOW. THE STREAM IS SLIGHTLY ABOVE ITS NORMAL FLOW AT THIS INSPECTION BECAUSE OF HEAVEY RAINS EARLIER THIS WEEK. A SEMI ACCIDENT HAPPENED IN THE FALL OF 2007. A CONTRACTOR WAS HIRED TO DIG THE CONTAIMINATED SOIL ALONG THE SOUTH BANK OF THE BRIDGE & PLACE RIPRAP IN THE EXCAVATED AREAS. ONE OF THE AREAS HE DUG UP WAS ALONG THE SOUTH BANK & CLOSE TO PIER 2. WOODY GARRISON & I MET WITH THE CONTRACTOR AND DECIDED IT WAS OK FOR HIM TO DIG THERE. THE RIPRAP IS STILL IN PLACE AT TODAYS INSPECTION. PICTURES OF THE STREAM ALIGNMENT WERE TAKEN. I SAW NO EVIDENCE OF SCOURING.[DAN BEWLEY, 02/09/2008] ITEM RATING 61.01 Scour/Ersn. UpStream 7 61.02 Scour/Ersn. DownStream 7 61.03 Drift 7 61.04 Vegetation 7 61.05 Channel Change 6 61.06 Adequacy of Opening 8 61.07 Misc. Hydraulic Features N 61.08 Channel Protection 6 61.09 Type A 71.1X Overtopping Possibilities 1 71.2X Overtopping Traf Delays 3 71. Waterway Adequacy 9 COMMENTS THINK SAFETY FIRST 17 GOVERNING SUBSTRUCTURE (60) NBI Number: 037510 Facility Carried: I-65 SBL Overall Rating (60) Bridge Number: I65-161-05556 ASBL Feature(s) Intersected: LAURAMIE CREEK 6 60 Rating Based on: ITEMS 60.02 & 60.04 60. Overall Comments 113A. NBI Scour Eval Code 5 113R. District Rec. Scr Rating ITEM Spread footings, NO piles, set on silty clay, rip rap RATING COMMENTS GOVERNING ABUTMENTS Post-Tensioned 60.01 Bridge Seat 6 60.02 Backwall 6 60.03 Breastwall N 60.04 Bent Cap 6 60.05 Wing Walls 6 60.06 Footings N 60.07 Piles N 60.08 Scour/Undermining N 60.09 Erosion/Undermining 5 CHEEK WALLS. I SAW FILL DIRT ON THE TOP OF THE NORTH ABUTMENT BELOW THE CENTER LINE. A PICTURE WAS TAKEN.[DAN BEWLEY, 02/09/2008] I BLOCKS ARE FAILING AND EROSION IS OCCURING BELOW THE DOWN SPOTS ON THE SLOPEWALLS. [DAN BEWLEY, 11/30/2000] 60.10 Concrete Slope Walls 5 60.11 Settlement 7 I BLOCKS ARE FAILING AND EROSION IS OCCURING BELOW THE DOWN SPOTS ON THE SLOPEWALLS. [DAN BEWLEY, 11/30/2000] INTERMEDIATE PIERS 60.12 Pier Cap 6 Post-Tensioned 60.13 Column (solid stem) 6 60.14 Concrete Pillars N 60.15 Concrete Piles N 60.16 Timber Piles N THINK SAFETY FIRST 18 SUBSTRUCTURE (60) NBI Number: 037510 Facility Carried: I-65 SBL Bridge Number: I65-161-05556 ASBL Feature(s) Intersected: LAURAMIE CREEK 60.16 Timber Piles N 60.17 Steel Piles N 60.18 Footing N 60.19 Crash Walls N 60.20 Bracings N 60.21 Erosion/Undermining 6 60.22 Scour/Undermining 8 60.23 Settlement 8 GENERAL DETERIORATION 60.24 Concrete 6 60.25 Steel N 60.26 Timber N 60.27 Epoxy Coatings N 60.28 Debris on Bridge Seats 4 60.29 Collision Damage N Deficiency noted earlier in January 2014 (NDP 1/23/2014). PLUMB 60.30 Abutments Plumb Y 60.31 Piers Plumb Y THINK SAFETY FIRST 19 CULVERT AND UNDERFILL STRUCTURES (62) NBI Number: 037510 Facility Carried: I-65 SBL Overall Rating (62) Bridge Number: I65-161-05556 ASBL Feature(s) Intersected: LAURAMIE CREEK N 62 Rating Based on: 62. Overall Comments ITEM RATING 62.01 Barrel N 62.02 Alignment N 62.03 Steel N 62.04 Bolts N 62.05 Concrete N 62.06 Stone N 62.07 Headwall N 62.08 Aprons N 62.09 Erosion/Scour/Undermining N 62.10 Construction Joints N 62.11 Wingwalls N 62.18 Embankment N Subjective Appraisal Items 59A.53 Deflections 6 59A.54 Vibrations 6 59A.55 Impact 6 59A.56 Noise 6 COMMENTS GOVERNING North joint was "banging" during the 2011 inspection THE NORTH JOINT WAS "BANGING" DURING THE 2009 INSPECTION Inventory Data 62.12 Description of Cells/Boxes/Pipes 62.13 Fill Height 62.14 Min Dstnce to hdwl/cpng 62.15 Culvert Barrel Length 62.16 Culvert Height THINK SAFETY FIRST 20 CULVERT AND UNDERFILL STRUCTURES (62) NBI Number: 037510 Facility Carried: I-65 SBL Bridge Number: I65-161-05556 ASBL Feature(s) Intersected: LAURAMIE CREEK 62.16 Culvert Height 62.17 Culvert Width THINK SAFETY FIRST 21 FOUNDATION DATA (113B) NBI Number: 037510 Facility Carried: I-65 SBL Bridge Number: I65-161-05556 ASBL Feature(s) Intersected: LAURAMIE CREEK ITEM RATING 113B.01 Total # of all Piers COMMENTS 4 FOUNDATION AT ABUTMENTS 113B.02 Abutment #1 type E 113B.03 Abutment #2 type E FOUNDATION AT INTERMEDIATE PIERS 113B.05 # of Int Piers 2 113B.06A Types of Int Piers A 113B.06B Types of Int Piers 113B.06C Types of Int Piers 113B.06D Types of Int Piers 113B.06E Types of Int Piers 113B.06F Types of Int Piers 113B.08 # of Piers in the Water 00 113B.09 # of Piers with any Scr 00 THINK SAFETY FIRST 22 Indiana Department of Transportation Bridge Inspection Photos NBI Number: 037510 Facility Carried: I-65 SBL Bridge Number: I65-161-05556 ASBL Feature(s) Intersected: LAURAMIE CREEK Photo 1 1-23-2014 I65-161-05556 ASBL Alignment looking N Photo 2 1-23-2014 I65-161-05556 ASBL Eroded hole in slopewall south span median side 23 Indiana Department of Transportation Bridge Inspection Photos NBI Number: 037510 Facility Carried: I-65 SBL Bridge Number: I65-161-05556 ASBL Feature(s) Intersected: LAURAMIE CREEK Photo 3 1-23-2014 I65-161-05556 ASBL North abutment evidence of joint leaking Photo 4 1-23-2014 I65-161-05556 ASBL North approach and joint 24 Indiana Department of Transportation Bridge Inspection Photos NBI Number: 037510 Facility Carried: I-65 SBL Bridge Number: I65-161-05556 ASBL Feature(s) Intersected: LAURAMIE CREEK Photo 5 1-23-2014 I65-161-05556 ASBL Paint Stencil Photo 6 1-23-2014 I65-161-05556 ASBL Profile looking N 25 Indiana Department of Transportation Bridge Inspection Photos NBI Number: 037510 Facility Carried: I-65 SBL Bridge Number: I65-161-05556 ASBL Feature(s) Intersected: LAURAMIE CREEK Photo 7 1-23-2014 I65-161-05556 ASBL South Approach Photo 8 1-23-2014 I65-161-05556 ASBL South Deck Approach joint 26 Indiana Department of Transportation Bridge Inspection Photos NBI Number: 037510 Facility Carried: I-65 SBL Bridge Number: I65-161-05556 ASBL Feature(s) Intersected: LAURAMIE CREEK Photo 9 1-23-2014 I65-161-05556 ASBL Underside of middle span and pier north of creek 27 ESTIMATED REMAINING LIFE NBI Number: 037510 Facility Carried: I-65 SBL ESTIMATED REMAINING LIFE Bridge Number: I65-161-05556 ASBL Feature(s) Intersected: LAURAMIE CREEK (Assuming No Work Will Be Done) --- (In Years) YEARS COMMENTS 1. Wearing Surface (63X.A) 2. Deck (63X.B) 3. Joints (63X.C) 4. Superstructure (63X.D) 5. Substructure (63X.E) 6. Approach Features (63X.F) 7. Channel Features (63X.G) 8. Culvert or Underfill Features (63X.H) THINK SAFETY FIRST 28 APPRAISAL NBI Number: 037510 Facility Carried: I-65 SBL Bridge Number: I65-161-05556 ASBL Feature(s) Intersected: LAURAMIE CREEK Unofficial Official 67 Structure Condition 6 6 68 Deck Geometry 6 6 69 Under Clr Vert and Horz N N Unofficial Sufficiency Rating Comments Official 96.3 96.0 Sufficiency Rating Date Functionally Obsolete 01/31/2014 04/01/2012 N N Structurally Deficient N N Comments Code (71) Water Adequacy 9 THINK SAFETY FIRST 29 OVERWEIGHT VEHICLE (501) and DISTRICT PRIORITY IN H.I.P. (502) NBI Number: 037510 Facility Carried: I-65 SBL Bridge Number: I65-161-05556 ASBL Feature(s) Intersected: LAURAMIE CREEK Overweight Vehicle (501) 501.01 Bridge on "MICHIGAN TRAIN TRUCK" Routes N 501.02 Bridge on "HEAVY DUTY TRUCK ROUTE" N 501.03 Field Observed Load Carrying Problems N 501.04 Overload Vehicle - Code 2 501.05 Overload Vehicle - Restriction Codes 1 Overweight Vehicle 501 Overall DISTRICT PRIORITY IN H.I.P. (502) Proposed Improvements 502.01 Priority Number 502.02 Year of Priority # 502.03 Year Originally Programmed into SPMS 2010 Scheduled/Programmed Improvements 502.04 Date Listed as (READY FOR LETTING) 502.05 Type of Work to be Done to Bridge as listed in SPMS 07/27/2016 2 Bridge Deck Replacement and Widening in 2015. 502.06 Contract Awarded Date 502.07 NEW Contract # 502.08 Est. Date of Completion B-35137 10/27/2017 502.09 New Structure Type INSTIP Congressional District M.P.O. 4 TCAPC THINK SAFETY FIRST 30 STRUCTURE DETAIL DATA (503) NBI Number: 037510 Facility Carried: I-65 SBL Bridge Number: I65-161-05556 ASBL Feature(s) Intersected: LAURAMIE CREEK NUMBER 503.02 Intermediate diaphragms 4 503.04 Diaphragms over bearings 3 503.05 Jacking Frames DESCRIPTION false 503.07 Vertical web stiffeners N 503.09 Cross Bracing N 503.10 Transverse plate - lateral bracing - no cross bracing # of 503.11 Transverse plate - lateral bracing - with cross bracing N 503.12 Web welds N 503.13 Flange welds N 503.14 Flange cover plates N 503.15 Longitudinal web stiffners N 503.16 Plate welded on flanges of beams or girders N 503.17 Steel box girders N 503.18 Hanger connections N 503.19 Hinge (PIN) Connection N 503.20 Cantilevered bearings N 503.21 Steel box pier caps N 503.22 Concrete segmental N 503.23 Open spandrel arch columns N 503.24 Suspension cables (main or hangar) N 503.25 Suspension span tie chords N 503.26 N 503.27 Structure Redundancy 1 503.28 Number of lines of beams 07 503.29 Number of lines of girders 00 # of THINK SAFETY FIRST 31 STRUCTURE DETAIL DATA (503) NBI Number: 037510 Facility Carried: I-65 SBL Bridge Number: I65-161-05556 ASBL Feature(s) Intersected: LAURAMIE CREEK 503.29 Number of lines of girders 00 503.30 Number of lines of stringers 00 503.31 Number of lines of floorbeams 00 503.32 Number of Gusset Plates 00 THINK SAFETY FIRST 32 IN-DEPTH BRIDGE INSPECTION NEEDS (504) NBI Number: 037510 Facility Carried: I-65 SBL Bridge Number: I65-161-05556 ASBL Feature(s) Intersected: LAURAMIE CREEK TYPE OF EQUIPMENT COULD USE DID USE UNDERBRIDGE INSP EQUIP 504.01 504.02 UB-60 504.01A 504.02A UB-40 504.01B 504.02B CRANE AND BASKET 504.03 504.04 BUCKET TRUCK 504.05 504.06 LIFT TRUCK 504.07 504.08 LADDER 504.09 504.10 SCAFFOLDING 504.11 504.12 BOAT 504.15 504.16 OTHER Waders & Traffic Control 504.13 504.14 COMMENTS Dan Bewley and I conducted an in-depth and arms-reach inspection of the Superstructure Steel Beams, Superstructure Diaphragms, and Superstructure Steel connections using the UB-40 Reach-All. All connections seen were welded connections except at the End Bents where the diaphragms are bolted to plates welded onto the beam webs. No major problems were found. The are two locations of Diaphragnm to Beam Web Welds where there may be a possible crack in the weld. One location is at the West most diaphragm top flange of the Interior Diaphragm line to West most Beam Web weld on the South edge of the diaphragm flange in Span A. The other possible crack is located at the West most diaphragm top flange of the Interior Diaphragm line to West most Beam Web weld on the North edge of the diaphragm flange in Span C. The Bridge was last painted in 2000.[Sherwood Garrison, 05/22/2006] THINK SAFETY FIRST 33 ACTIONS TAKEN (506) NBI Number: 037510 Facility Carried: I-65 SBL Yes Bridge Number: I65-161-05556 ASBL Feature(s) Intersected: LAURAMIE CREEK Plan of Action Items 506.01 Wrote normal inspection report, or supplemental report of some type 506.02 Took Photos 506.03 Notified Maintenance about 506.04 Notified Design about 506.05 Notified Central Office Inspection about 506.06 Notified District about 506.07 Other 506.08 about Put on CRITICAL DEFICIENCIES LIST, until 506.09 Will, or already has been put on H.I.P. Priority List to 506.10 Are there features which may need to be 506.11 Frequenc N months Item(s) THINK SAFETY FIRST 34 Subjective Bridge Appraisal Factors Related to Functionality NBI Number: 037510 Facility Carried: I-65 SBL Bridge Number: I65-161-05556 ASBL Feature(s) Intersected: LAURAMIE CREEK General Appraisal Factors Related to Functionality Road On Road Under BRIDGE RELATED FACTORS Relative roadway width Item # 507.01 Code 1 Item # 507.02 Code 6 Shoulder width 507.03 1 507.04 6 Shoulder width reduction 507.05 1 507.06 6 Vertical clearance 507.07 1 507.08 6 Approach and bridge guardrail 507.09 1 507.10 6 APPROACH ROADWAY FACTORS Approach sight Distance 507.11 1 507.12 6 Approach roadway curvature 507.13 2 507.14 6 Approach gradient 507.15 2 507.16 6 ENVIRONMENTAL FACTORS Volume/capacity ratio 507.17 2 507.18 6 Percentage of trucks 507.19 4 507.20 6 Lighting, signing, delineation 507.21 5 507.22 6 Presence of ramps, merges, or intersections 507.23 5 507.24 6 Presence pavement transitions 507.25 5 507.26 6 THINK SAFETY FIRST 35 SAFETY IMPROVEMENT NBI Number: 037510 Facility Carried: I-65 SBL NAME Bridge Number: I65-161-05556 ASBL Feature(s) Intersected: LAURAMIE CREEK NEEDED IN-PLACE One Lane Narrow Bridge Guard Rail Approach Rail Bridge End Markers Speed Limit Curve Signs Advance Warning No Trucks Load Posting Underclearance Signs Other Comments THINK SAFETY FIRST 36 REMOVE ROADWAY MANAGEMENT DATA NBI Number: 037510 Facility Carried: I-65 SBL Bridge Number: I65-161-05556 ASBL Feature(s) Intersected: LAURAMIE CREEK 601.01 WMS Route ID 602.1 Approximate Length of Improvement - Feet (Bridge) 602.1 Approximate Length of Improvement - Feet (Approach) 604.1 Largest Vertical Distance for Pier Cost 29.7 THINK SAFETY FIRST 37 CONTRACTS REPORT NBI Number: 037510 Facility Carried: I-65 SBL Bridge Number: I65-161-05556 ASBL Feature(s) Intersected: LAURAMIE CREEK Contract Number: B-15291 Status: Completed Des Number: Contact Person: Date Due: -Date Completed: 11/27/1987 -- Description: Bridge Deck Overlay with New Concrete Barrier Wall and New Transverse Type BS Expansion Joints. Existing Concrete Approach Slabs were made wider by placing and attaching new concrete to existing. Contract Number: R-7858 Status: Completed Des Number: Contact Person: Date Due: -Date Completed: 11/29/1968 -- Description: Original Build New Bridge Contract Number: -- Status: To Do Des Number: Contact Person: Date Due: -Date Completed: -- -- Description: Bridge Deck Replacement and Widening in 2015. THINK SAFETY FIRST 38 UNDERRECS REPORT NBI Number: 037510 Facility Carried: I-65 SBL Bridge Number: I65-161-05556 ASBL Feature(s) Intersected: LAURAMIE CREEK No Underrecs Found THINK SAFETY FIRST 39 INDOT FRACTURE CRITICAL EVALUATION NBI Number: 037510 Facility Carried: I-65 SBL Bridge Number: I65-161-05556 ASBL Feature(s) Intersected: LAURAMIE CREEK 92A.01 Requires F. C. Inspection? Official Proposed N N 92A.02 Inspection Frequency (Months) 93A Date of F.C. Inspection 93C Date of Special Insp. 92C.01 Requires Special Inspection? N N 92A.02 Inspection Frequency (Months) Notes and Comments 503.27 Redundant Code N Reason for Fracture Critical Rating Bridge is a Truss 2 Girder Structure Welded Plate Girders Riveted Girders Bolted Girders Widened with Additional Line(s) of Girders Notes and Comments Inspection Requirements Requires Arms Length Requires Access Equipment Requires Special Equipment Requires Traffic Control Est Time for Full Insp (hrs): 0 Est Time for Partial Insp 0 Current Inspection Data Date of Inspection Proposed Reinspection Frequency (mm) Number of Hours for Inspection Full Inspection Reason for Above: 0 Partial Inspection Inspected By: District Consultant (name) Reinspect By Inspection Type To view a copy of current and past special inspection reports, go to: THINK SAFETY FIRST 40 INDOT FRACTURE CRITICAL EVALUATION NBI Number: 037510 Facility Carried: I-65 SBL Bridge Number: I65-161-05556 ASBL Feature(s) Intersected: LAURAMIE CREEK Master List Items 92A.1000 Members to Inspect 92A.2000 Inspection Procedures 92A.3000 Inspection and Access Equipment Needed 92A.4000 Major Inspection Findings 92A.5000 Inspectors Recommended Actions Actions Taken and Dates Programmed Contract Work Items/Issues to Check on Biennial Inspections Do any items require a deficiency report? THINK SAFETY FIRST 41 INDOT UNDERWATER EVALUATION NBI Number: 037510 Facility Carried: I-65 SBL Bridge Number: I65-161-05556 ASBL Feature(s) Intersected: LAURAMIE CREEK NBI Underwater Data 113A NBI Scour Evaluation Code 5 92B.01 Requires Underwater Inspection? Official Proposed N N 92B.02 Inspection Frequency (Months) 93B Underwater Insp Date: Notes and Comments: Current Underwater Inspection Data Date of Inspection Inspected By: District Consultant (name) Proposed Inspection Frequency (mm) Reason for Above: Number Piers/Abuts in Water 00 Leave on NBI Underwater Inspection List Number Piers/Abuts with Scour 00 Add to 5 Year Inspection List Water Velocity (ft./sec.) 0 Time to Inspect (hours) 0 Reinspection Date Reason for Underwater Inspection (Deepest Water Depth and Location): Additional Inspection Data: Method of Inspection Cross Sections Water Quality Waded: Dove: Sounding Pole OK Used Boat: Fathometer Poor Do any items require a deficiency report? THINK SAFETY FIRST 42 INDOT UNDERWATER EVALUATION NBI Number: 037510 Facility Carried: I-65 SBL Bridge Number: I65-161-05556 ASBL Feature(s) Intersected: LAURAMIE CREEK Master List Items 92B.1000 Members to Inspect 92B.2000 Inspection Procedures 92B.3000 Inspection / Access Equipment Needed 93A. 4000 Major Inspection Findings Drift/derls, Miscellaneous Findings Consultant's Recommendations 92A.5000 INDOT Action Taken/Dates Programmed Contract Work Biennial Inspection Item Items Requiring Inspection? Comments THINK SAFETY FIRST 43 INDOT SPECIAL INSPECTION NBI Number: 037510 Facility Carried: I-65 SBL Bridge Number: I65-161-05556 ASBL Feature(s) Intersected: LAURAMIE CREEK 92C.01 Requires Special Inspection? Official Proposed N N 93C Date of Special Inspection N N 93A Date of F. C. Inspection 92A.02 Inspection Frequency (Months) 93C.X Special Detail Code Notes 92A.01 Requires F. C. Inspection? 92A.02 Inspection Frequency (Months) Comments Inspection Requirements Requires Arms Length Inspection Requires Access Equipment Requires Special Equipment Requires Traffic Control Est Time for Full Insp (hrs): 0 Est Time for Partial Insp (hrs): 0 Current Inspection Data Date of Inspection Proposed Reinspection Frequency (mm) Number of Hours for Inspection Full Inspection Reason for Above: 0 Partial Inspection Inspected By: District Consultant (name) Reinspect By Inspection Type To view a copy of current and past special inspection reports, go to: THINK SAFETY FIRST 44 SPECIAL INSPECTION MASTER LIST NBI Number: 037510 Facility Carried: I-65 SBL Bridge Number: I65-161-05556 ASBL Feature(s) Intersected: LAURAMIE CREEK Master List Items 92C.1000 Items to Inspect 92C.2000 Inspection 92C.3000 Special Equipment Required 92C.4000 Inspection Findings 92C.5000 Followup Action Actions Taken and Dates Programmed Contract Work Items/Issues to Check on Biennial Inspections Do any items require a deficiency THINK SAFETY FIRST 45 ROUTINE PLAN OF ACTION REPORT NBI Number: 037510 Facility Carried: I-65 SBL Title: Bridge Number: I65-161-05556 ASBL Feature(s) Intersected: LAURAMIE CREEK Date Due: Inspection every 4th year Status: Freq.: -- Previously Completed: -- 48 months Freq. Description: Inspection every 4th year Description: Items in addition to Routine 24-month items. 1. Photos of: Waterway, Banks, and Underside of each span. 2. Take Channel measurements at Upstream and Downstream Parapet Walls, measuring from top of Parapet Wall to the ground or stream bed directly below at each Intermediate Pier and at each Mid-Span. Record measurements and compare to like measurements completed during previous Bridge Inspections. 3. Take Depth readings around each Substructure Unit in the water, and Draw out Profiles, and compare to previous Profiles. Notes: -- Title: Date Due: Deck Evaluation Status: Freq.: -- Previously Completed: -- -- Freq. Description: Deck Evaluation Description: Date Deck was chained or "manually evaluated": All or Parts of Deck "chained" or evaluated": Method of evaluation: Best estimate of % SPALLED: Best estimate of % DELAMINATED: Best estimate of % PATCHED: Notes: -- Title: Date Due: Asbestos Report Status: Freq.: -- Previously Completed: 04/10/2002 12:00:00 AM -- Freq. Description: Asbestos Report Description: Dan Bewley completed an Asbestos Inspection on 04/10/2002. No suspect asbestos containing material was found to sample. A report was sent to the Central Office and a hard copy placed in the District File. An electronic copy is attached to this report. See the Report File within the Pictures Tab of the Rpt. Info Tab section. Notes: THINK SAFETY FIRST 46 ROUTINE PLAN OF ACTION REPORT NBI Number: 037510 Facility Carried: I-65 SBL Title: Bridge Number: I65-161-05556 ASBL Feature(s) Intersected: LAURAMIE CREEK Date Due: Routine Inspection Status: Freq.: 11/16/2013 12:00:00 AM Previously Completed: 11/16/2011 12:00:00 AM 24 months Freq. Description: Routine Inspection Description: Routine Inspection - Every 24 Months or less 1. Review all data and Inspection Reports and Plans prior to inspection to determine any special needs. 2. A complete "walk-around inspection" is required, along with a binocular scan of superstructure elements. 3. Spot check any inventory measurements if needed and especially after any work has been done on or under the bridge. 4. Take at least one Alignment photo and one Elevation/Profile photo. All elements coded a '5' or less require a photo on each Routine Bridge Inspection. 5. Check any "Scour Countermeasures" that have been installed to ensure they are in place and working. 6. Complete all Inspection Reports and Forms and update Files as well as Programming needs. Inspectors are required to maintain a complete file on the bridge for the life of the bridge. All Plans, photos, records, and Reports are to be kept either in a paper format, or an electronic format that can be accessed if needed. 7. Fill out any needed Deficiency Reports and Notify "Maintenance". 8. Notify Central Office of any unusual problems. Notes: THINK SAFETY FIRST 47 SPECIAL IDENTIFICATION ITEMS NBI Number: 037510 Facility Carried: I-65 SBL Bridge Number: I65-161-05556 ASBL Feature(s) Intersected: LAURAMIE CREEK Special Bridge Identification Items Complex Major Hoan Curved Endangered Species Where/Description Bats Cliff Swallows Barn Swallows Other Name: THINK SAFETY FIRST 48 92A. FRACTURE CRITICAL PLAN OF ACTION REPORT NBI Number: 037510 Facility Carried: I-65 SBL Bridge Number: I65-161-05556 ASBL Feature(s) Intersected: LAURAMIE CREEK No Fracture Critical P.O.A. Found THINK SAFETY FIRST 49 92B. UNDERWATER PLAN OF ACTION REPORT NBI Number: 037510 Facility Carried: I-65 SBL Bridge Number: I65-161-05556 ASBL Feature(s) Intersected: LAURAMIE CREEK No Underwater P.O.A. Found THINK SAFETY FIRST 50 92C. SPECIAL PLAN OF ACTION REPORT NBI Number: 037510 Facility Carried: I-65 SBL Bridge Number: I65-161-05556 ASBL Feature(s) Intersected: LAURAMIE CREEK No Special P.O.A. Found THINK SAFETY FIRST 51 SCOUR PLAN OF ACTION REPORT NBI Number: 037510 Facility Carried: I-65 SBL Bridge Number: I65-161-05556 ASBL Feature(s) Intersected: LAURAMIE CREEK Title: Date Due: -- Status: Previously Completed: -- Freq.: -- Freq. Description: 0 Description: -Notes: No Scour P.O.A. Found THINK SAFETY FIRST 52 INDOT SCOUR AND FOUNDATION EVALUATION FORM NBI Number: 037510 Facility Carried: I-65 SBL Bridge Number: I65-161-05556 ASBL Feature(s) Intersected: LAURAMIE CREEK Central Office Screening Date of Last Review or Update Scour Risk (113A) NBI Scour Evaluation District Office Screening Date of Last Data Update 08/18/1999 MODERATE (113R) District Scour Evaluation 5 Notes and Data: Spread footings, NO piles, set on silty clay, rip rap Field Observed Scour Problems: Spread footings, NO piles, set on silty clay, rip rap Past Scour Problems: THE CHANNEL RUNS FROM THE EAST TOWARD THE WEST & DOES NOT TOUCH THE INTERMEDIATE PIERS AT NORMAL FLOW. THE STREAM IS SLIGHTLY ABOVE ITS NORMAL FLOW AT THIS INSPECTION BECAUSE OF HEAVEY RAINS EARLIER THIS WEEK. A SEMI ACCIDENT HAPPENED IN THE FALL OF 2007. A CONTRACTOR WAS HIRED TO DIG THE CONTAIMINATED SOIL ALONG THE SOUTH BANK OF THE BRIDGE & PLACE RIPRAP IN THE EXCAVATED AREAS. ONE OF THE AREAS HE DUG UP WAS ALONG THE SOUTH BANK & CLOSE TO PIER 2. WOODY GARRISON & I MET WITH THE CONTRACTOR AND DECIDED IT WAS OK FOR HIM TO DIG THERE. THE RIPRAP IS STILL IN PLACE AT TODAYS INSPECTION. PICTURES OF THE STREAM ALIGNMENT WERE TAKEN. I SAW NO EVIDENCE OF SCOURING. 2/9/08 Scour Committee Review Foundation Data 02/09/2008 Code 113B.01 Total # of all Piers 4 113B.08 # of Piers in the Water 00 113B.09 # of Piers with any Scr 00 Comments FOUNDATION AT ABUTMENTS 113B.02 Abutment #1 (W/S) E 113B.03 Abutment #2 type E FOUNDATION AT INTERMEDIATE 113B.05 # of Int Piers 2 113B.06A Types of Int Piers A 113B.06B Types of Int Piers 113B.06C Types of Int Piers 113B.06D Types of Int Piers 113B.06E Types of Int Piers 113B.06F Types of Int Piers 113B.08 # of Piers in the Water 00 113B.09 # of Piers with any Scr 00 Foundation Numbering Foundations 1 thru 4 numbered from south to north. THINK SAFETY FIRST 53 INDOT SCOUR AND FOUNDATION EVALUATION FORM NBI Number: 037510 Facility Carried: I-65 SBL Bridge Number: I65-161-05556 ASBL Feature(s) Intersected: LAURAMIE CREEK Foundation Numbering Foundations 1 thru 4 numbered from south to north. Design Plans: As-built Plans: Soils Information Gray moist very stiff to hard silty clay loam (hardpan) at Pier #2 footing, and Gray moist hard clayey silt with a trace of sand and gravel at Pier #3 footing. Original Flow Line 665.48 Bottom of Footing 658.94 Original Flow Line 1968 Bott of Bent #1 Conc. at Elev. 690.82', Bott Pier #2 Footing at Elev. 658.94', Bott Pier #3 Footing at Elev. 658.93', Bott of Bent #4 Conc. at Elev. 691.30'. Bents #1 and #4 each supported by seven 12" diameter steel encased concrete piles each driven to a minimum bearing of 35 ton. Four of the seven are on a 1 out to 4 down batter. All Information from Design plans. Minimum Pile Tip Elevation 662.30 Bent #1 Ave Pile Tip at Elev. 661.82', Bent #4 Ave Pile Tip at Elev. 662.30'. Bents #1 and #4 each supported by seven 12" diameter steel encased concrete piles each driven to a minimum bearing of 35 ton. Four of the seven are on a 1 out to 4 down batter. Notes and Comments: All Information from Design plans. Bott of Bent #1 Conc. at Elev. 690.82', Bott Pier #2 Footing at Elev. 658.94', Bott Pier #3 Footing at Elev. 658.93', and Bott of Bent #4 Conc. at Elev. 691.30'. Bent #1 Ave Pile Tip at Elev. 661.82' and Bent #4 Ave Pile Tip at Elev. 662.30'. Bents #1 and #4 each supported by seven 12" diameter steel encased concrete piles each driven to a minimum bearing of 35 ton. Four of the seven are on a 1 out to 4 down batter. THINK SAFETY FIRST 54 INDOT SCOUR AND FOUNDATION EVALUATION FORM NBI Number: 037510 Facility Carried: I-65 SBL Bridge Number: I65-161-05556 ASBL Feature(s) Intersected: LAURAMIE CREEK Scour Calculation Purpose of Scour Calcs: Scour Calcs. Letter: Date New Bridge Q100 Water Surface Elevation New #: Q100 Scour Depth Elevation Rehab Q100 Flow Velocity 0 Q500 Water Surface Elevation 0 Scour Problems Other Q500 Scour Depth Elevation 0 Current Flow Line Elevation Used for Calculations Recommendations: Scour Monitoring Data Is Bridge on a District Monitoring Program? No Reason for Monitoring Who Monitors the Bridge? Is Bridge on a District Monitoring Program? Long Term Scour Solution 008 Bridge Number 006A Features Intersected 008A NBI Number Update Date LAURAMIE CREEK 1. What to Monitor: List substructure units to monitor 2. What to Look for: List specific signs indicating a problem 3. When to Monitor: List what initiates monitoring 4. Who Monitors: Unit and bridge inspectors; others 5. Describe Monitoring Preparations: Q100 flowline marked on piers, etc. 6. Describe Channel Probing/Depth Reading Procedures: THINK SAFETY FIRST 55 037510 INDOT SCOUR AND FOUNDATION EVALUATION FORM NBI Number: 037510 Facility Carried: I-65 SBL Bridge Number: I65-161-05556 ASBL Feature(s) Intersected: LAURAMIE CREEK 7. Closing procedures: 8. Historic Monitoring Data: Montoring Date Water Level Cause of Highwater Comments 9. Miscellaneous: 10. Have Drawings Available: General Plan; Layout; Pier/Abutment Sheets Maintenance Notes Is this a major drift collecting bridge? No Is there an angle of ATTACK for normal flow? No Is there an angle of ATTACK for highwater flow? No Angle: Programmed Contract Work Seismic Items 1. On Primary Evacuation Route: Yes 2. Seismic Countermeasures: N 3. Seismic Design: N 4. Items to review after event This section of I-65 has been designated a critical route for earthquake response by INDOT. (see SPR-2480 study by Purdue) 7/8/10 Look for vertical and horizontal misalignment along the top of each parapet wall. Look for missing or dislodged bearings or dislodged beam ends at the top of each pier cap and Bent Cap seat. Look for signs of pier or abutment rotation. Look for roadway settlement. Look for large cracks and anything out of the ordinary. Seismic Notes THINK SAFETY FIRST 56 INDOT SCOUR COMMITTEE REVIEW NBI Number: 037510 Facility Carried: I-65 SBL Bridge Number: I65-161-05556 ASBL Feature(s) Intersected: LAURAMIE CREEK Scour Data Consultant Report Number Consultant Calcs. Date As Built Flow Line Elevation Q100 Water Surface Elevation Q100 Scour Depth Elevation Design Plans Checked Q100 Flow Velocity 0 Q500 Water Surface Elevation 0 As-Built Plans Checked Q500 Scour Depth Elevation Q500 Flow Velocity Comments Central Office Screening Date of Last Review or Update Scour Risk (113A) NBI Scour Evaluation Code Committee Notes 5 Hydraulic Section Notes: Central Office Bridge Inspection Notes: Geotechnical Section Notes: Date of Scour Review Meeting Recommended Action: Scour Committee Comments Schedule for Rehab (Scour Countermeasures)? Recommended Work for Rehab: THINK SAFETY FIRST 57 0 INDOT LOAD RATING NBI Number: 037510 Facility Carried: I-65 SBL Bridge Number: I65-161-05556 ASBL Feature(s) Intersected: LAURAMIE CREEK NBI-NUMBER........................................................................... ROAD-NUM-OVER................................................................................ 037510 I065 BRIDGE-NUMBER........................................................................... ROAD-NUM-UNDER.............................................................................. DISTRICT-CODE........................................................................... FACILITY-CARRIED.............................................................................. 01 I-65 SBL COUNTY CODE........................................................................... FEATURES-INTERSECTED.................................................................. 079 LAURAMIE CREEK NUMBER-MAIN-SPANS........................................................................... NUMBER-APPRO-SPANS.................................................................... 003 0000 STR-TYPE-MAIN-ENGL........................................................................... STR-APPRO-PRIM-ENGL..................................................................... KCSB 000 - NONE 402D MAIN-WIDE-TYPE-ENGL........................................................................... OTHER-APPRO-CODES....................................................................... 000 - NONE N LENGTH-MAX-SPAN........................................................................... 0062.0 STRUCTURE-LENGTH........................................................................... YEAR-BUILT........................................................................... 00164.0 1968 SKEW................................................................................. 00 YR-RECONSTRUCTED......................................................................... 1987 WIDENED-DATE........................................................................... LANES-OVER........................................................................... LAST-REPAIR-DATE........................................................................... 02 0000 BRIDGE-ROADWAY-WIDTH........................................................................... CONTRACT-NO........................................................................... 039.5 15291 DECK-WIDTH........................................................................... OWNER-CODE........................................................................... 042.5 01 NUMBER-BEAMS........................................................................... HEAVY-TRUCK-RTE........................................................................... 07 N NUMBER-GIRDERS........................................................................... MICHIGAN-TRUCK-RTE....................................................................... 00 N NUMBER-STRINGERS........................................................................... BRIDGE-POSTING........................................................................... 00 5 NUMBER-FLOOR-BEAMS........................................................................... DESIGN-LOADING........................................................................... 00 6 DECK-STR-TYPE........................................................................... TYPE-WEAR-SURFACE....................................................................... 1 3 DECK-THICKNESS........................................................................... ASPHALT-THICKNESS......................................................................... 07.25 01.75 BRIDGE-RAIL-TYPE........................................................................... A METAL-FORM........................................................................... N REDUNDANT-CODE........................................................................... CONCRETE-FORM........................................................................... N N OVERLOAD-PROBLEM........................................................................... LOAD-RESTRICTION........................................................................... N 1 OVERLOAD-DATA........................................................................... RATING-CHECK-DIGIT......................................................................... 2 2 COND-OF-SPSTR........................................................................... NUM-TONS-POSTED........................................................................... 6 COND-OF-SBSTR........................................................................... POSTED-DATE........................................................................... 6 COND-CULVERT-RET-WALL........................................................................... OPC-CODE...........................................................................A N GROSS TONS........................................................................... Temporary Structure Designation...................................................... 26 NBI Item #65-Inv Rating Method........................................................................... NBI Item #63-Oper Rating Method...................................................... 1 1 INV-CODE........................................................................... 2 OP-CODE........................................................................... 2 INV-TONS........................................................................... 36 OP-TONS........................................................................... 59 INVENTORY-RATING........................................................................... OPERATING-RATING........................................................................... 236 259 THINK SAFETY FIRST 58 INDOT LOAD RATING NBI Number: 037510 Facility Carried: I-65 SBL Bridge Number: I65-161-05556 ASBL Feature(s) Intersected: LAURAMIE CREEK Location of H20 Inventory Low Rating................................................................................................................................................... 49.50 ft. Location of HS20 Inventory Low Rating................................................................................................................................................. 19.80 ft. Location of HS20 Operating Low Rating................................................................................................................................................ 19.80 ft. Underfill/Arch Form Date........................................................................... Underfill/Arch Fill Height..................................................................... Underfill/Arch Road-to-Coping Distance............................................ Date of Proposed Overlay........................................................................... Proposed Overlay (By Whom)........................................................................... Status of Proposed Overlay................................................................ Amount of Proposed Overlay........................................................................... Date Overlay Put Down........................................................................ Rating Program........................................................................... Rater-Name........................................................................... VIRTIS Pete White Rating Method........................................................................... Rater-Company........................................................................... LFD RQAW Rating Units........................................................................... US Customary Cost of Rating........................................................................... Rating Date........................................................................... 03/06/2007 Year of Cost........................................................................... Date Rating Reviewed/Changed........................................................................... Main Span Type Rated......................................................................... Plans Used for Rating........................................................................... Approach Span Type Rated................................................................. Live Load Distr Factor........................................................................... Other span Type(s) Rated.................................................................... 1.182 Concrete Strength Used-Deck...................................................................................................................................................... Concrete Strength Used-Superstructure............................................................................................................................................... Steel Strength Used-Rebars...................................................................................................................................................... Steel Strength Used-Superstructure #1................................................................................................................................................. Steel Strength Used-Superstructure #2 Hybrid..................................................................................................................................... Rating Factor Mich Train Truck #5 Oper................................................................................................................................................ 1.51199996471405 Location of Mich Trk #5 Low Rating...................................................................................................................................................... 80.50 ft. Rating Factor Mich Train Truck #8 Oper................................................................................................................................................ 1.22500002384186 Location of Mich Trk #8 Low Rating...................................................................................................................................................... 80.50 ft. Rating Factor Military Loading Oper...................................................................................................................................................... 1.81299996376038 Location of Military Trk Low Rating...................................................................................................................................................... 141.20 ft. Rating Factor Toll Road 89-4 Oper...................................................................................................................................................... 1.6690000295639 Location of Toll Road 89-4 Low Rating.................................................................................................................................................. 80.50 ft. Rating Factor Toll Road 90 Oper...................................................................................................................................................... 1.41400003433228 Location of Toll Road 90 Low Rating..................................................................................................................................................... 80.50 ft. Rating Factor Toll Road 126 Oper...................................................................................................................................................... 1.646 Location of Toll Road 126 Low Rating................................................................................................................................................... 111.50 ft. Rating Factor 13 axle 267kips Oper...................................................................................................................................................... 1.15400004386902 Location of 13 axle 267kip Low Rating................................................................................................................................................... 111.50 ft. Rating Factor 14 axle 350kips Oper...................................................................................................................................................... 0.842999994754791 THINK SAFETY FIRST 59 INDOT LOAD RATING NBI Number: 037510 Facility Carried: I-65 SBL Bridge Number: I65-161-05556 ASBL Feature(s) Intersected: LAURAMIE CREEK Rating Factor 14 axle 350kips Oper...................................................................................................................................................... 0.842999994754791 Location of 14 axle 350kip Low Rating................................................................................................................................................... 19.80 ft. Rating Factor 19 axle 305kips Oper...................................................................................................................................................... 1.08299994468689 Location of 19 axle 305kip Low Rating................................................................................................................................................... 80.50 ft. Rating Factor 19 axle 480kips Oper...................................................................................................................................................... 0.857999980449677 Location of 19 axle 480kip Low Rating................................................................................................................................................... 49.50 ft. Rating Factor - Fatigue Truck - Oper...................................................................................................................................................... Rating Factor - Fatigue Truck Low Rating............................................................................................................................................. Rating Factor - HL-93 - Oper...................................................................................................................................................... Location of HL-93 Low Rating..................................................................................................................................................... Rating Factor - HS-25 - Oper..................................................................................................................................................... Location of HS-25 Low Rating..................................................................................................................................................... Additional Rating Truck(1) - Oper..................................................................................................................................................... Location of Additional Rating Truck(1) Low Rating.............................................................................................................................. Additional Rating Truck(2) - Oper..................................................................................................................................................... Location of Additional Rating Truck(2) Low Rating.............................................................................................................................. Notes and Comments for Load Rating: THINK SAFETY FIRST 60 DEFICIENCY REPORT NBI Number: 037510 Facility Carried: I-65 SBL Bridge Number: I65-161-05556 ASBL Feature(s) Intersected: LAURAMIE CREEK Facility Carried: I-65 SBL Feature(s) Intersected: LAURAMIE CREEK Location: 04.44 S SR 38 Report Number -Report Date: 01/15/2014 Reported By: Nate Pfeiffer Schedule Priority: Green County: 079 - TIPPECANOE Log Mile Over: 0163.720 Post: 0163 Offset: 99 Sub-district Name: Frankfort Sub Sub-district Number: 01400 Phone: 7653615229 Status: To Do Description of Deficiency: Piles of dirt around two rockers on the south abutment of SB I-65 over Lauramie Creek Recommendation: Please remove debris so rocker bearings can move as designed Corrective Action Taken: -- Person Correcting: -- Person Correcting Title: -- THINK SAFETY FIRST 61 Date of Correction: -- DEFICIENCY REPORT NBI Number: 037510 Facility Carried: I-65 SBL Bridge Number: I65-161-05556 ASBL Feature(s) Intersected: LAURAMIE CREEK Facility Carried: I-65 SBL Feature(s) Intersected: LAURAMIE CREEK Location: 04.44 S SR 38 Report Number Report Date: 05/22/2006 Reported By: Woody Garrison Schedule Priority: Yellow County: 079 - TIPPECANOE Log Mile Over: 0163.720 Post: 0163 Offset: 99 Sub-district Name: Frankfort Sub Sub-district Number: 01400 Phone: (765) 361-5229 Status: To Do Description of Deficiency: Failed area in Approach Slab and heavy amounts of Poison Ivy Growth Recommendation: Please have a crew repair a 7'x7' area of failed Concrete Approach Slab North of the Bridge in the driving lane. Also please spray all poison ivy growth at all four coners of the Bridge along the slope wall, under the Bridge and areas within 15' of the bridge. Corrective Action Taken: -- Person Correcting: -- Person Correcting Title: -- THINK SAFETY FIRST 62 Date of Correction: -- DEFICIENCY REPORT NBI Number: 037510 Facility Carried: I-65 SBL Bridge Number: I65-161-05556 ASBL Feature(s) Intersected: LAURAMIE CREEK Facility Carried: I-65 SBL Feature(s) Intersected: LAURAMIE CREEK Location: 04.44 S SR 38 Report Number Report Date: 04/10/2002 Reported By: DAN BEWLEY Schedule Priority: Yellow County: 079 - TIPPECANOE Log Mile Over: 0163.720 Post: 0163 Offset: 99 Sub-district Name: Frankfort Sub Sub-district Number: 01400 Phone: (765) 361-5271 Status: Completed Description of Deficiency: DAMAGED PARAPET WALL. Recommendation: PLEASE HAVE MAINTENANCE CREWS REPAIR THE DAMAGED PARAPETWALL LOCATED ON THE SOUTHEAST CORNER OF THE BRIDGE. Corrective Action Taken: Not done as of 05/22/2006, SLG. Person Correcting: -- Person Correcting Title: -- THINK SAFETY FIRST 63 Date of Correction: -- DEFICIENCY REPORT NBI Number: 037510 Facility Carried: I-65 SBL Bridge Number: I65-161-05556 ASBL Feature(s) Intersected: LAURAMIE CREEK Facility Carried: I-65 SBL Feature(s) Intersected: LAURAMIE CREEK Location: 04.44 S SR 38 Report Number Report Date: 02/09/2008 Reported By: DAN BEWLEY Schedule Priority: Green County: 079 - TIPPECANOE Log Mile Over: 0163.720 Post: 0163 Offset: 99 Sub-district Name: Frankfort Sub Sub-district Number: 01400 Phone: (765) 361-5281 Status: Completed Description of Deficiency: DAMAGE GUARDRAIL. Recommendation: PLEASE HAVE MAINTENANCE REPAIR THE DAMAGED RAIL ON THE WEST SIDE OF THE ROAD & ON THE NORTH END OF THE BRIDGE. A PICTURE OF THE DAMAGED RAIL WAS SENT ALONG WITH THIS REQUEST. Corrective Action Taken: CONTRACTOR REPLACED DAMAGED GUARDRAIL. Person Correcting: VERN VAN ALLEN Person Correcting Title: MS V THINK SAFETY FIRST 64 Date of Correction: -- DEFICIENCY REPORT NBI Number: 037510 Facility Carried: I-65 SBL Bridge Number: I65-161-05556 ASBL Feature(s) Intersected: LAURAMIE CREEK Facility Carried: I-65 SBL Feature(s) Intersected: LAURAMIE CREEK Location: 04.44 S SR 38 Report Number Report Date: 04/10/2002 Reported By: DAN BEWLEY Schedule Priority: Yellow County: 079 - TIPPECANOE Log Mile Over: 0163.720 Post: 0163 Offset: 99 Sub-district Name: Frankfort Sub Sub-district Number: 01400 Phone: (765) 361-5271 Status: To Do Description of Deficiency: BANGING DECK. Recommendation: PLACE ON CONTRACT TO REPAIR JOINTS & DECK BANGING. DECK IS MOVING UP & DOWN ~1/4 OR MORE WITH TRUCK TRAFFIC. ALSO PARAPET WALL IS DAMAGED. I WILL WRITE MAINTENANCE TO SEE IF THEY CAN REPAIR IT. Corrective Action Taken: Not done as of 05/22/2006, SLG. Person Correcting: -- Person Correcting Title: -- THINK SAFETY FIRST 65 Date of Correction: -- BRIDGE SUFFICIENCY RATING NBI Number: 037510 Facility Carried: I-65 SBL Bridge Number: I65-161-05556 ASBL Feature(s) Intersected: LAURAMIE CREEK 1) STRUCTURAL ADEQUACY AND SAFETY (MAX = 55%) STRUCTURAL RATING REDUCTION C= ADJUSTED INVENTORY TONNAGE (AIT) AIT= I= I= 0.00 0.00 S1= 55.00 2) SERVICEABILITY AND FUNCTIONAL OBSOLESCENCE (MAX=30%) SERVICEABILITY RATING REDUCTION (MAX = 13%) ITEM NO. 58 DECK CONDITION A= 0.00 ITEM NO. 67 STRUCTURAL EVALUATION B= 0.00 ITEM NO. 68 DECK GEOMETRY C= 0.00 ITEM NO. 69 UNDERCLEARANCES D= 0.00 ITEM NO. 71 WATERWAY ADEQUACY E= 0.00 ITEM NO. 72 APPROACH ROAD ALIGNMENT F= 0.00 J = (A+B+C+D+E+F) J= 0.00 ROADWAY WIDTH RATING REDUCTIONS (MAX=15%) X= 9,062.50 1) APPLY TO ALL BRIDGES EXCEPT CULVERTS IF (No. 51 + 2ft.) < No. 32 THEN, G=5% G= 0.00 H2= 0.00 2) APPLY TO ONE LANE BRIDGES ONLY 3 & 4) APPLY TO BRIDGES WITH 2 OR MORE LANES VERT., CLEARANCE RATING REDUCTIONS (MAX 2%) I= Y= 6.00 H3= 0.00 H4= 0.00 0.00 S2= 30.00 3) ESSENTIALITY FOR PUBLIC USE (MAX 15%) K = (S1 + S2)/85 K= 1.00 A = (ADT x Detour Length x 15) / (200,000 x K) A= 1.70 B = 2% if No. 100 > 0, else 0% if No.100 = 0 B= 2.00 S3 = 15 - (A + B) S3= 11.30 4) SPECIAL REDUCTIONS (USED ONLY WHEN S1 + S2 + S3 >= 50) (MAX 13%) A = (No. 19)^4 x (5.205 x 10^-8) A= 0.00 B = 0% to 5% B= 0.00 NO. 36 SUM OF TRAFFIC SAFETY FEATURES = C= 4.00 C= 0.00 S4= 0.00 UNOFFICIAL SUFFICIENCY RATING = (S1 + S2 + S3 - S4) = 96.30 UNOFFICIAL STRUCT. & FUNC. CLASS. = OK LAST OFFICIAL SUFFICIENCY RATING = 96.00 Official Date LAST OFFICIAL STRUCT. DEFICIENT = N 04/01/2012 LAST OFFICIAL FUNCT. OBSOLETE = N THINK SAFETY FIRST 66