HistoricBridges.org - National Bridge Inventory Data Sheet

Transcription

1 HistoricBridges.org - National Bridge Inventory Data Sheet 0 Inventory The National Bridge Inventory contains data submitted by state transportion departments to the Federal Highway Administration in coded format. Form Interface Design: Data Conversion Assistance By None of the involved parties make any guarantee of accuracy. Basic Information Ohio [9] Preble County [5] Israel [7590] ST E OF CH = = Highway agency district 8 Owner County Highway Agency [0] Maintenance responsibility County Highway Agency [0] Route #Num! JUNCTION RD Toll On free road [] Features intersected FOUR MILE CREEK Design - main Steel [] Truss - Thru [0] 0 Design - approach Other [00] Kilometerpoint 0 km = 0.0 mi Year built #Num! Year reconstructed N/A [0000] Skew angle 0 Structure Flared Historical significance Bridge is eligible for the NRHP. [] Total length 4. m = 4. ft Length of maximum span 4. m = 46.9 ft Deck width, out-to-out 4.9 m = 6. ft Bridge roadway width, curb-to-curb 4.8 m = 5.7 ft Inventory Route, Total Horizontal Clearance 4.8 m = 5.7 ft Curb or sidewalk width - left 0 m = 0.0 ft Curb or sidewalk width - right 0 m = 0.0 ft Deck structure type Wood or Timber [8] Type of wearing surface Bituminous [6] Deck protection Type of membrane/wearing surface Weight Limits Bypass, detour length 0.5 km = 0. mi Method to determine inventory rating Allowable Stress(AS) [] Inventory rating. metric ton = 5.6 tons Method to determine operating rating Allowable Stress(AS) [] Operating rating.4 metric ton = 4.5 tons Bridge posting % below [] Design Load M.5 / H 5 []

2 Functional Details Average Daily Traffic 00 Average daily truck traffi 0 % Year 969 Future average daily traffic 9 Year 07 Road classification Local (Rural) [09] Lanes on structure Type of service on bridge Highway [] Parallel structure designation Type of service under bridge Waterway [5] Lanes under structure 0 Navigation control Navigation vertical clearanc 0 = N/A Navigation horizontal clearance 0 = N/A Minimum lateral underclearance reference feature Feature not a highway or railroad [N] Minimum lateral underclearance on right 0 = N/A Minimum Vertical Underclearance 0 = N/A Appraisal ratings - underclearances N/A [N] No parallel structure exists. [N] Minimum navigation vertical clearance, vertical lift bridge Direction of traffic One lane bridge for - way traffic [] Approach roadway width Bridge median Not applicable, no waterway. [N] Minimum vertical clearance over bridge roadway Minimum lateral underclearance on left 0 = N/A Minimum vertical underclearance reference feature 6. m = 0.0 ft 4.7 m = 4. ft Feature not a highway or railroad [N] Repair and Replacement Plans Type of work to be performed Work done by Bridge improvement cost Length of structure improvement Roadway improvement cost Total project cost Year of improvement cost estimate Border bridge - state Border bridge - percent responsibility of other state Border bridge - structure number

3 Inspection and Sufficiency Structure status Posted for load [P] Condition ratings - superstructur Poor [4] Condition ratings - substructure Fair [5] Condition ratings - deck Very Good [8] Appraisal ratings - structural Appraisal ratings - roadway alignment Appraisal ratings - deck geometry Meets minimum tolerable limits to be left in place as is [4] Equal to present desirable criteria [8] Somewhat better than minimum adequacy to tolerate being left in place as is [5] Scour Countermeasures have been installed to mitigate an existing problem with scour. [7] Channel and channel protection Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5] Appraisal ratings - water adequacy Equal to present desirable criteria [8] Status evaluation Structurally deficient [] Pier or abutment protection Sufficiency rating 49. Culverts Not applicable. Used if structure is not a culvert. [N] Traffic safety features - railings Traffic safety features - transitions Traffic safety features - approach guardrail Traffic safety features - approach guardrail ends Inspection date May 00 [050] Designated inspection frequency Months Underwater inspection Not needed [N] Underwater inspection date Fracture critical inspection Every two years [Y4] Fracture critical inspection date May 00 [050] Other special inspection Not needed [N] Other special inspection date

4 Unit of Measure: English Bridge Inventory Information Report Date 0/6/0 BM-9 Page: of Structure File Number Inventory Bridge Number:PRE-T BR. Type STEEL / TRUSS / THRU Sufficiency Rating: 6. SD ON FOUR MILE CREEK Date of Last Inventory Update: /09/0 District: 08 County PREBLE (0) Location: ST E OF CH 4 (0) Facility Carried: JUNCTION RD ()FIPS Code: ISRAEL TWP (0) Route On Bridge: TOWNSP (04) Route Under Bridge: NON-GHWAY (9) Direction of Traffic: ONE LANE FOR -WAY TRAFFIC(0) Temporary: N ()Truck Network: N ()Parallel: N (95) Insp: COUNTY (96) Maint: COUNTY (97) Routine: COUNTY (00) Type Serv: (On): GHWAY (Under): WATERWAY Inventory Route Data (6) Main Spans Number: Type: STEEL / TRUSS / THRU () Route On/Under: ON Hwy Sys: COUNTY/TOWNSP GHWAY Approach Spans Number: 0 Type: NONE / NONE / NONE Route No.: T05 Dir: Des: MAINLINE Pref: Total Spans: (65) Max Span: 47 Ft (66) Overall Leng: 4 Ft (4) Feature Intersected: FOUR MILE CREEK (70) Substructure (7) Foundation and Scour Information (5) County: ISR Mileage: 060 Special Desig: Abut-Rear Matl: STONE Type: GRAVITY Fnd: SPREAD FOOTING (6) Avg. Daily Traffic(ADT): 00 (7) ADT Year: 969 Abut-Fwd Matl: STONE Type: GRAVITY Fnd: SPREAD FOOTING (8) Truck Traf: 4 (4) NHS: NO - X (5) Corridor: N Pier-Pred Matl: STEEL Type: CAPPED PILE Fnd: STEEL H PILES (HP X 5) (6) Functional Class: LOCAL ROAD-RURAL (9) Strahnt: Not Applicable Intersected Route Data () Route On/Under: Hwy Sys: Route No.: Dir: Des: Pref: () Feature Intersected: (4) County: Mileage: Special Desig: (5) Avg. Daily Traffic(ADT): 0 (6) ADT Year: (7) Truck Traf: 0 (8) NHS: - (9) Corridor: (0) Functional Class: (6) Strahnt: Not Applicable Clearance On the Bridge (54) Min Hriz on Bridge: NC: 0.0 Ft Card: 5.8 Ft (55) Prac Max Vert On Brg: 4. Ft (67) Min Vrt Clr On Brg: NC: 0.0 Ft Card: 4. Ft (80) Min Latl Clr: NC: 0.0 / 0.0 Ft Card: 0.0 / 0.0 Ft (8) Vrt Clr Lft: 0.0 Ft Structure Information (8) Bypass Length: 0 Miles (9) Latitude: 9 Deg 6.7 Min Longitude: 84 Deg 47. Min (40) Toll: ON FREE ROAD (4) Date Built: 07/0/900 (4) Major Rehabilitation: (4) No. Lanes On: No. Lanes Under: 0 (44) Horiz Curve: Deg. Min. (45) Skew: 0 Deg (49) App. Rdw Width: 0 Ft (50) Brg. Rdw Width: 5.8 Ft (5) Deck Width: 6. Ft Deck Area: 8 Sq. Ft (5) Median Type: NONE / NON BARRIE / NO JOINT (5) Bridge Median: NO MEDIAN (54) Sidewalks: (left) 0 Ft (right) 0 Ft (55) Type Curb or Sidewalks: (Left) Matl: NONE Type: NONE (Right) Matl: NONE Type: NONE (56) Flared: N (57) Composite: (58) Railing: TIMBER (59) Deck Drainage: OVER THE SIDE (W/O DRIP STRIP) (60) Deck Type: LAMINATED TIMBER STRIP (6) Deck Protection: External: NONE Internal: NONE (6) Wearing Surface: BITUM (ASPHLT CONCRT) Thickness:.0 in (9) Date of Wearing Surface: Slope Protection: NONE-NATURAL PROTECTION(GRASS,BUSHES) Pier-Other Matl: NONE Type: NONE Fnd: NONE/NOT APPLICABLE (SUCH AS CULVERTS) Pier-Other Matl: NONE Type: NONE Fnd: NONE/NOT APPLICABLE (SUCH AS CULVERTS) No of Piers Predominate: 0 Other: NN Other: NN (86) Stream Velocity: UUU (74) Scour: COUNTERMEAS INSTALLED TO CORRECT PROBLEM (89) Dive: N Freq: 0 Probe: Y Freq: (75) Chan Prot: OTHER-GRASS, BUSHES & TREES (89) Date of last Dive Insp: (5) Drainage Area: UUU Sq Mi Clearance Under the Bridge (56) Min. Horiz Under Clear: NC: 0.0 Ft Card: 0.0 Ft (57) Prac Max Vrt Under Clear: 0.0 Ft (77) Min Vert Under Clear: NC: 0.0 Ft Card: 0.0 Ft (78) Min Lat Under Clear: NC: 0.0 / 0.0 Ft Card: 0.0 / 0.0 Ft Load Rating Information (48) Design Load: OTHER (INCL RR BRIDGE W/TRACK REMOVED) (Including calculated Items) (8) Operating: 5 Ton Inventory: 6 Ton Ohio Percent of Legal Load 55 (88) Waterway Adequacy 8 Year of Rating: 0 (89) Approach Alignment 8 (84) Analysis: LOAD FACTOR (LF) Calc Gen Appraisal: (85) Rate Soft: COMBINATION Analyzed by: Calc Deck Geometry: 5 Analysis on Bars: NOT ON BARS [DEFAULT] Calc Underclearance: N Approach Information (09) Approach Guardrail: NONE (0) Approach Pavement: BITUMINOUS () Grade: GOOD (88-89) Appraisal Culvert Information () Culvert Type: NONE/NOT APPLICBLE (7) Length: 0.0 Ft (9) Depth of Fill: 0.0 Ft (0) Headwalls: NONE General Information () Main Member ROLLED STEEL () Moment Plate: NONE (69) Expansion Joint: SLIDING METAL PLATE ANGLE (4) Bearing Devices: SLIDING (BRONZE)/NONE (6) Navigation: Control- X Vert Clr: 0.0 Ft Horiz Clear:: 0.0 Ft (9) Spec Insp: N Freq: 0 Date: (88) Fracture Critical Insp: Y Freq: 4 Date: (8) Long Member: TWO TRUSSES (RIVETED) (5) Hinges: PINS AND HANGERS (4) Structural Steel Memb: UNKNOWN (9) Framing: NONE Railing: UNKNOWN Pay Wt: 0 pounds Prime Loc: UNKNOWN Paint: OTHER Bridge Dedicated Name:

5 Unit of Measure: English Bridge Inventory Information Report Date 0/6/0 BM-9 Page: of Structure File Number Inventory Bridge Number:PRE-T BR. Type STEEL/TRUSS/THRU Sufficiency Rating: 6. SD ON FOUR MILE CREEK Date of Last Inventory Update: /09/0 General Information (Continued) (---) Hist Significance: NON-REGISTERED STORIC BRIDGE (69) NBIS: Y (---) Hist Builder: MASSILLON BRIDGE COMPANY Hist Build Year: 875 (69) Hist Type: BOWSTRING (6) Special Features (see below): (05) Border Bridge State: Resp % (06) SFN: Proposed Improvements Programming Info (90) Type Work: - PID Number: PID Status: (90) Length: Ft PID Date: (90) Bridge Cost ($000s): 0 (90) Roadway Cost ($000s): 0 (90) Total Project Cost ($000s): 0 (90) Year: (9) Future ADT (On Bridge): 0 (9) Year of Future ADT: 0 Inspection Summary (I-69) Survey Items (I-8) Deck: 7 Railings: 0 DOES NOT MEET CURRENT STANDARDS (I-) Superstructure: 4 Transitions: 0 DOES NOT MEET CURRENT STANDARDS (I-4) Substructure: 5 Guardrail: 0 DOES NOT MEET CURRENT STANDARDS (I-50) Culvert: Rail Ends: 0 DOES NOT MEET CURRENT STANDARDS (I-54) Channel: 5 In Depth: MEETS CURRENT STANDARDS (I-60) Approaches: 4 Fracture Critical: MEETS CURRENT STANDARDS (I-66) General Appraisial: 4 Scour Critical: N NONE N/A (I-66) Operational Status: P Critical Findings: N NONE N/A Inspection Date: 05/6/0 Insp. Update Date: 07//0 (94) Desig Insp Freq: Months SFNs Replacing this retired bridge: - SFNs That where replaced by this bridge: - This bridge was retired and copied to: The bridge was copied from: PONTIS CoRe elements and Condition States Elem No. CoRe Element Description Total Quantity Unit Meas. Condition State Percents(*) (*) Percentages Should add to 00% (4) Fabricator: (4) Contractor: (44) Ohio Original Construction Project No.: (---) Microfilm Reel: Original Plans Information (5) Standard Drawing: Aperture Cards: Orig: N Repair: N Fabr: N Plan Information Available: FIELD MEASURED INFORMATION (5) Repair Projects. / 00. / Utilities (46) Electric: U (6) Lighting: N Gas: U Fencing: N Sanitary Sewer: U Glare-Screen: N Telephone: U Splash-Guard: N TV Cable: U Catwalks: N Water: U Other-Feat: U Other: U (84) Signs-on: Y Special Features Signs-Under: N (6) Fence-Ht: 0.0 Ft (6) Noise Barr: N INV Field Bridge Marker: PRE-T INT Field Bridge Marker: ---

6 STATE OF OO DEPARTMENT OF TRANSPORTATION BRIDGE INSPECTION REPORT BR-86 REV 0-95 Bridge Number Bridge Number PRE T ISRAEL TWP Date Built 07/0/900 Structure File Number 7 CO ROUTE UNIT District 08 Bridge Type STEEL/TRUSS/THRU Type Service 5 FOUR MILE CREEK PRE DECK Out/Out 6. THCK =.0. Floor -LAMINATED TIMBER STRIP 8. Wearing Surface 6-BITUM (ASPHLT CONCRT) N-NONE W.S. Date =. Curbs, Sidewalks, Walkways N-NONE 9 4. Median Railing 8-TIMBER 0 6. Drainage -OVER THE SIDE (W/O DRI 7. Expansion Joints -SLIDING METAL PLATE AN 8. Summary SUPERSTRUCTURE MAX.SPAN=47 9. Alignment 0. Beams/Girders/Slab -ROLLED STEEL TOT.LGTH=4. Diaphragms or Crossframes. Joists/Stringers. Floor Beams 4 4. Floor Beam Connections 5. Verticals 5 6. Diagonals 7. End Posts 6 8. Top Chord 9. Lower Chord 7 0. Lower Lateral Bracing. Top Lateral Bracing 8. Sway Bracing -SLIDING (BRONZE). Portals 9 4. Bearing Devices N-NONE Arch 0 6. Arch Columns or Hangers TYPE = 0-OTHER 7. Spandrel Walls 8. Protective Coating System DATE = 0/0/99 9. Pins/Hangers/Hinges 0. Fatigue Prone Connections S. Live Load Response. Summary 56 4 SUBSTRUCTURE -STONE. Abutments -STONE 4 4. Abutment Seats PIERS= SPANS = Piers TYPE = 5-STEEL 5 6. Pier Seats 7. Backwalls 6 8. Wingwalls ABUTMENT:=SPREAD / SPREAD Fenders and Dolphins Scour 7-COUNTERMEAS INSTALLED Slope Protection N-NONE 8 4. Summary DIVE DT=N/A CULVERTS 4. General Alignment Shape Seams Headwalls or Endwalls 48. Scour Summary 66 CHANNEL 5. Alignment 5. Protection 0-OTHER-GRASS, BUSHES & TREES Waterway Adequacy Summary 68 5 APPROACHES 55. Pavement -BITUMINOUS Approach Slabs Guardrail N-NONE Relief Joints Embankment BRDG.WIDTH= Summary PCT.LEGAL=55 7 GENERAL ROUTINE.RESP: -COUNTY 6. Navigation Lights 8 6. Warning Signs MAINT.RESP: -COUNTY 7 MVC ON=4. UND= Sign Supports Utilities Vertical Clearance General Appraisal & Operational Status 74 4 P 67. INSPECTED BY 68. REVIEWED BY dot R S R C SIGNED 76 PE 78 INITIALS SIGNED 8 PE 8 INITIALS COND STAT DOT N N 0 7 DECK AREA,8 Date Date Survey

7 STATE OF OO DEPARTMENT OF TRANSPORTATION BRIDGE INSPECTION REPORT BR-86 REV 0-95 Bridge Number Bridge Number PRE T Date Built 07/0/900 Structure File Number 7 CO ROUTE UNIT District 08 Bridge Type STEEL/TRUSS/THRU Type Service 5 FOUR MILE CREEK 00 NO REMARKS FOUND FOR TS INSPECTION.