HistoricBridges.org - National Bridge Inventory Data Sheet

Size: px

Start display at page:

Download "HistoricBridges.org - National Bridge Inventory Data Sheet"

Melissa Watkins
6 years ago
Views:

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 [39] Miami County [09] Newton [55594] 0.06 N OF CR = = Highway agency district 7 Owner County Highway Agency [0] Maintenance responsibility County Highway Agency [0] Route 76 OWENS Toll On free road [3] Features intersected PANTHER CREEK Design - main Steel [3] Truss - Thru [0] 0 Design - approach Other [00] Kilometerpoint 0 km = 0.0 mi Year built 93 Year reconstructed 958 Skew angle 0 Structure Flared Historical significance Bridge is not eligible for the NRHP. [5] Total length 6. m = 86.0 ft Length of maximum span 5.6 m = 84.0 ft Deck width, out-to-out 4.8 m = 5.7 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 Concrete Cast-in-Place [] Type of wearing surface Monolithic Concrete (concurrently placed with structural deck) [] Deck protection Type of membrane/wearing surface Weight Limits Bypass, detour length 0.5 km = 0.3 mi Method to determine inventory rating No rating analysis performed [5] Inventory rating 9. metric ton = 0.0 tons Method to determine operating rating No rating analysis performed [5] Operating rating 4.3 metric ton = 5.7 tons Bridge posting Design Load M 3.5 / H 5 []

2 Functional Details Average Daily Traffic 03 Average daily truck traffi 0 % Year 003 Future average daily traffic 8 Year 09 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 - 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 6.7 m =.0 ft 3.96 m = 3.0 ft Feature not a highway or railroad [N] Repair and Replacement Plans Type of work to be performed Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [3] Work done by Work to be done by contract [] Bridge improvement cost $0,000 Roadway improvement cost $0,000 Length of structure improvement 57.9 m = 90.0 ft Total project cost $,000 Year of improvement cost estimate 003 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 Poor [4] Condition ratings - deck Satisfactory [6] Appraisal ratings - structural Appraisal ratings - roadway alignment Appraisal ratings - deck geometry Basically intolerable requiring high priority of replacement [] Meets minimum tolerable limits to be left in place as is [4] Basically intolerable requiring high priority of replacement [] Scour Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] Channel and channel protection Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7] Appraisal ratings - water adequacy Equal to present desirable criteria [8] Status evaluation Structurally deficient [] Pier or abutment protection Sufficiency rating 6.7 Culverts Not applicable. Used if structure is not a culvert. [N] Traffic safety features - railings Inpected feature meets currently acceptable standards. [] Traffic safety features - transitions Traffic safety features - approach guardrail Traffic safety features - approach guardrail ends Inpected feature meets currently acceptable standards. [] Inspection date September 00 [090] Designated inspection frequency Months Underwater inspection Not needed [N] Underwater inspection date Fracture critical inspection Every two years [Y4] Fracture critical inspection date February 00 [00] Other special inspection Not needed [N] Other special inspection date

4 Unit of Measure: English Bridge Inventory Information Report Date 0/8/03 BM-9 Page: of Structure File Number Inventory Bridge Number:MIA BR. Type STEEL / TRUSS / THRU Sufficiency Rating: 6.7 SD ON PANTHER CREEK Date of Last Inventory Update: 08/4/0 District: 07 County MIAMI (0) Location: 0.06 N OF CR77 (0) Facility Carried: OWENS ()FIPS Code: NEWTON TWP (03) Route On Bridge: TOWNSP (04) Route Under Bridge: NON-GHWAY (9) Direction of Traffic: -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 (63) Main Spans Number: Type: STEEL / TRUSS / THRU (3) Route On/Under: ON Hwy Sys: COUNTY/TOWNSP GHWAY Approach Spans Number: 0 Type: NONE / NONE / NONE Route No.: Dir: Des: MAINLINE Pref: Total Spans: (65) Max Span: 84 Ft (66) Overall Leng: 86 Ft (4) Feature Intersected: PANTHER CREEK (70) Substructure (7) Foundation and Scour Information (5) County: MIA Mileage: 067 Special Desig: Abut-Rear Matl: CONCRETE Type: SOLID WALL Fnd: ROCK (6) Avg. Daily Traffic(ADT): 03 (7) ADT Year: 003 Abut-Fwd Matl: CONCRETE Type: SOLID WALL Fnd: ROCK (8) Truck Traf: (4) NHS: NO - X (5) Corridor: N Pier-Pred Matl: NONE Type: NONE Fnd: NONE/NOT APPLICABLE (SUCH AS CULVERTS) (6) Functional Class: LOCAL ROAD-RURAL (9) Strahnt: Not Applicable Intersected Route Data () Route On/Under: Hwy Sys: Route No.: Dir: Des: Pref: (3) Feature Intersected: (4) County: Mileage: Special Desig: (5) Avg. Daily Traffic(ADT): 0 (6) ADT Year: (7) Truck Traf: 0 (8) NHS: - (9) Corridor: (30) Functional Class: (36) Strahnt: Not Applicable Clearance On the Bridge (54) Min Hriz on Bridge: NC: 0.0 Ft Card: 5.6 Ft (55) Prac Max Vert On Brg: 5.7 Ft (67) Min Vrt Clr On Brg: NC: 0.0 Ft Card: 3.0 Ft (80) Min Latl Clr: NC: 0.0 / 0.0 Ft Card:.0 /.0 Ft (8) Vrt Clr Lft: 0.0 Ft Structure Information (38) Bypass Length: 03 Miles (39) Latitude: 40 Deg 4.8 Min Longitude: 84 Deg.3 Min (40) Toll: ON FREE ROAD (4) Date Built: 07/0/93 (4) Major Rehabilitation: 0/0/958 (43) No. Lanes On: No. Lanes Under: 0 (44) Horiz Curve: 00 Deg. D00M Min. (45) Skew: 0 Deg (49) App. Rdw Width: Ft (50) Brg. Rdw Width: 5.6 Ft (5) Deck Width: 5.6 Ft Deck Area: 335 Sq. Ft (5) Median Type: NONE / NON BARRIE / NO JOINT (53) 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: STL GUARDRL ON STL, CONCR, OR TMBR POSTS (59) Deck Drainage: OVER THE SIDE (W/O DRIP STRIP) (60) Deck Type: REINF CONCRT (PRESTRSD, PRECAST (6) Deck Protection: External: NONE Internal: NONE (6) Wearing Surface: CONCRETE (SEPARATE) OVERLAY Thickness: 5.9 in (9) Date of Wearing Surface: 0/0/978 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: NN Other: NN Other: NN (86) Stream Velocity: (74) Scour: STABLE: EVAL SCOUR ABOVE TOP OF FOOTING (89) Dive: N Freq: 0 Probe: Y Freq: (75) Chan Prot: NONE (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: HS/0-44 & ALTERNATE MILITARY LOADING (Including calculated Items) (83) Operating: 6 Ton Inventory: 0 Ton Ohio Percent of Legal Load 60 (88) Waterway Adequacy 8 Year of Rating: 00 (89) Approach Alignment 4 (84) Analysis: LOAD FACTOR (LF) Calc Gen Appraisal: (85) Rate Soft: COMBINATION Analyzed by: ASP Calc Deck Geometry: Analysis on Bars: NOT ON BARS [DEFAULT] Calc Underclearance: N Approach Information (09) Approach Guardrail: STEEL BEAM (0) Approach Pavement: BITUMINOUS () Grade: FAIR (88-89) Appraisal Culvert Information (3) Culvert Type: NONE/NOT APPLICBLE (7) Length: 0.0 Ft (9) Depth of Fill: 0.0 Ft (30) Headwalls: NONE General Information () Main Member N/A (CULVERTS, TRUSSES, ETC.) () Moment Plate: NONE (69) Expansion Joint: OTHER (4) Bearing Devices: ROCKERS/NONE (6) Navigation: Control- X Vert Clr: 0.0 Ft Horiz Clear:: 0.0 Ft (93) Spec Insp: N Freq: 0 Date: (88) Fracture Critical Insp: Y Freq: 4 Date: (38) Long Member: TWO TRUSSES (RIVETED) (35) Hinges: PINS, PIN PLATES (4) Structural Steel Memb: UNKNOWN (39) 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 0/8/03 BM-9 Page: of Structure File Number Inventory Bridge Number:MIA BR. Type STEEL/TRUSS/THRU Sufficiency Rating: 6.7 SD ON PANTHER CREEK Date of Last Inventory Update: 08/4/0 General Information (Continued) (---) Hist Significance: NOT STORIC (69) NBIS: Y (---) Hist Builder: UNKNOWN Hist Build Year: 93 (69) Hist Type: PRATT (PINNED) (6) Special Features (see below): (05) Border Bridge State: Resp % (06) SFN: Proposed Improvements Programming Info (90) Type Work: 3 - BRG/STR REPL--SUBSTD LD CAP OR RDW GEOM 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: 09 Inspection Summary (I-69) Survey Items (I-8) Deck: 6 Railings: MEETS CURRENT STANDARDS (I-3) Superstructure: 5 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: 7 In Depth: N NONE N/A (I-60) Approaches: 7 Fracture Critical: N NONE N/A (I-66) General Appraisial: 5 Scour Critical: N NONE N/A (I-66) Operational Status: P Critical Findings: N NONE N/A Inspection Date: 0/5/0 Insp. Update Date: 0/6/0 (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: (43) 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 (53) Repair Projects. / MMM 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: N Special Features Signs-Under: N (6) Fence-Ht: 0.0 Ft (63) Noise Barr: N INV Field Bridge Marker: MIA INT Field Bridge Marker: ---

6 STATE OF OO DEPARTMENT OF TRANSPORTATION BRIDGE INSPECTION REPORT BR-86 REV 0-95 Bridge Number Bridge Number MIA NEWTON TWP Date Built 07/0/ Structure File Number 7 CO ROUTE UNIT District 07 Bridge Type STEEL/TRUSS/THRU Type Service 5 PANTHER CREEK MIA DECK Out/Out 5.6 THCK = 5.9. Floor -REINF CONCRT (PRESTRSD 8. Wearing Surface -CONCRETE (SEPARATE) OV N-NONE W.S. Date = 0/0/ Curbs, Sidewalks, Walkways N-NONE 9 4. Median Railing 7-STL GUARDRL ON STL, CO 0 6. Drainage -OVER THE SIDE (W/O DRI 7. Expansion Joints 0-OTHER 8. Summary SUPERSTRUCTURE MAX.SPAN=84 9. Alignment 0. Beams/Girders/Slab N-N/A (CULVERTS, TRUSSES TOT.LGTH=86. Diaphragms or Crossframes 3. Joists/Stringers 3. 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 -ROCKERS 3. 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 = 9. Pins/Hangers/Hinges 30. Fatigue Prone Connections S 3. Live Load Response 3 3. Summary 56 5 SUBSTRUCTURE -CONCRETE 33. Abutments -CONCRETE Abutment Seats PIERS=0 SPANS = Piers TYPE = N-NONE Pier Seats 37. Backwalls Wingwalls ABUTMENT:=ROCK / ROCK Fenders and Dolphins Scour 8-STABLE: EVAL SCOUR ABO Slope Protection N-NONE 8 4. Summary DIVE DT=N/A 6 5 CULVERTS 43. General Alignment Shape Seams Headwalls or Endwalls Scour Summary 66 CHANNEL 5. Alignment Protection N-NONE Waterway Adequacy Summary 68 7 APPROACHES 55. Pavement -BITUMINOUS Approach Slabs Guardrail -STEEL BEAM Relief Joints Embankment BRDG.WIDTH= Summary PCT.LEGAL=60 7 GENERAL ROUTINE.RESP: 3-COUNTY 6. Navigation Lights Warning Signs MAINT.RESP: 3-COUNTY 7 MVC ON=3.0 UND= Sign Supports Utilities Vertical Clearance N General Appraisal & Operational Status 74 5 P 67. INSPECTED BY 68. REVIEWED BY dot L M B H SIGNED 76 PE 78 INITIALS SIGNED 8 PE 83 INITIALS COND STAT DOT N N N N 0 5 DECK AREA,335 Date Date Survey

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

HistoricBridges.org - National Bridge Inventory Data Sheet

HistoricBridges.org - National Bridge Inventory Data Sheet 3 Inventory The National Bridge Inventory contains data submitted by state transportion departments to the Federal Highway Administration in coded