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Ohio Department of Transportation Bridge Application Appendix v.7.00

BRIDGE APPLICATION APPENDIX

Revision History

Date Version Description Modified By

5-1-2017 1.00 Initial Draft of Appendix Rewrite

5-2-2017 2.00 Document Updates






Ohio Department of Transportation Bridge Application Appendix v7.00

Table of ContentsAppendix..............................................................................................................................................................................................3

Sufficiency Rating Formula..............................................................................................................................................................16NBIS Related Fields........................................................................................................................................................................17Inspection, Management and Technical requirements of FHWA..........................................................................................................22Element Level Data (NBE)...............................................................................................................................................................27Bridge Name...................................................................................................................................................................................28Application Role Details..................................................................................................................................................................30Structural & Functional Classification Field.......................................................................................................................................32New Bridge and Inspection Cycle Workflow......................................................................................................................................39Historical Bridge Elements...............................................................................................................................................................40Agency Defined Elements................................................................................................................................................................44

Glossary.............................................................................................................................................................................................45Acronyms...........................................................................................................................................................................................51

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Appendix

Inventory Fields Inventory

or Inspection

FORMItem

NumberData Field Description

Future Status of the Data

Field

Inventory Identification 1 (1) State Code Keep (FHWA)Inventory Identification 2 (2) District Keep (FHWA)Inventory Identification 3 (3) County (Parish) Code Keep (FHWA)Inventory Identification 4 (4) City or Town Keep (FHWA)Inventory Identification 5A (5A) Inventory Route: Record Type Keep (FHWA)Inventory Identification 5B (5B) Inventory Route: Route Signing Prefix Keep (FHWA)Inventory Identification 5C (5C) Inventory Route: Designated Level of Service Keep (FHWA)Inventory Identification 5D (5D) Inventory Route: Route Number - ROUTE Keep (FHWA)Inventory Identification 5E (5E) Inventory Route: Direction Suffix Keep (FHWA)Inventory Identification 6 (6) Feature Intersected Keep (FHWA)Inventory Identification 7 (7) Facility Carried by Structure Keep (FHWA)Inventory Identification 8 (8) Structure Number Keep (FHWA)Inventory Identification 9 (9) Location Keep (FHWA)Inventory Clearances 10 (10) Minimum Vertical Clearance Keep (FHWA)Inventory Identification 11 (11) Kilometer point Keep (FHWA)Inventory Identification 12 (12) Base Highway Network Keep (FHWA)Inventory Identification 13A (13A) Linear Reference System (LRS) - Inventory Route Keep (FHWA)Inventory Identification 13B (13B) Linear Reference System (LRS) – Sub-route Number Keep (FHWA)Inventory Identification 16 (16) Latitude: Decimal Keep (FHWA)

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Inventory Identification 17 (17) Longitude: Decimal Keep (FHWA)Inventory Identification 19 (19) Bypass Detour Length Keep (FHWA)Inventory Identification 20 (20) Toll Keep (FHWA)Inventory Identification 21A (21A) Maintenance Responsibility (1) Keep (FHWA)Inventory Identification 21B (21B) Maintenance Responsibility (2) KeepInventory Identification 22 (22) Owner Keep (FHWA)Inventory Identification 26 (26) Functional Classification of Inventory Route Keep (FHWA)Inventory Identification 27 (27) Year Built Keep (FHWA)Inventory Identification 28A (28A) Number of Lanes On Keep (FHWA)Inventory Identification 28B (28B) Lanes Under the Structure Keep (FHWA)Inventory Identification 29 (29) Average Daily Traffic (ADT) Keep (FHWA)Inventory Identification 30 (30) Year of ADT Keep (FHWA)Inventory Load Rating 31 (31) Design Load Keep (FHWA)Inventory Deck 32 (32) Approach Roadway Width Keep (FHWA)Inventory Deck 33 (33) Bridge Median Keep (FHWA)Inventory Geometric 34 (34) Skew Keep (FHWA)Inventory Geometric 35 (35) Structure Flared Keep (FHWA)Inventory Deck 36A (36A) Traffic Safety Features: Bridge Railings Keep (FHWA)Inventory Deck 36B (36B) Traffic Safety Features: Transitions Keep (FHWA)Inventory Deck 36C (36C) Traffic Safety Features: Approach Guardrail Keep (FHWA)Inventory Deck 36D (36D) Traffic Safety Features: Approach Guardrail Terminal Keep (FHWA)Inventory Historical 37 (37) Historical Significance Keep (FHWA)Inventory Waterway 38 (38) Navigation Control Keep (FHWA)Inventory Waterway 39 (39) Navigation Vertical Clearance Keep (FHWA)Inventory Waterway 40 (40) Navigation Horizontal Clearance Keep (FHWA)Inventory Identification 42A (42A) Type of Service: ON Bridge Keep (FHWA)Inventory Identification 42B (42B) Type of Service: UNDER Bridge Keep (FHWA)Inventory Identification 43A (43A) Structure Type: Material Keep (FHWA)Inventory Identification 43B (43B) Structure Type: Type Keep (FHWA)Inventory Identification 44A (44A) Structure Type - Kind of Material/Design Keep (FHWA)Inventory Identification 44B (44B) Structure Type - Type of Design/Construction Keep (FHWA)

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Inventory Identification 44C (44C) Approach Structure Description Keep (FHWA)Inventory Geometric 45 (45) Total Number of Spans - Main Unit Keep (FHWA)Inventory Geometric 46 (46) Total Number of Spans - Approach Spans Keep (FHWA)Inventory Clearances 47 (47) Horizontal Clearance Keep (FHWA)Inventory Geometric 48 (48) Maximum Span Length Keep (FHWA)Inventory Geometric 49 (49) Structure Length Keep (FHWA)Inventory Deck 50A (50A) Curb or Sidewalk Width: Left Side Keep (FHWA)Inventory Deck 50B (50B) Curb or Sidewalk Width: Right Side Keep (FHWA)Inventory Deck 51 (51) Bridge Roadway Width, Curb-To-Curb Keep (FHWA)Inventory Deck 52 (52) Deck Width, Out-To-Out Keep (FHWA)Inventory Clearances 53 (53) Minimum Vertical Clearance OVER Bridge Roadway Keep (FHWA)Inventory Clearances 54A (54A) Minimum Vertical Underclearance: Reference Feature Keep (FHWA)Inventory Clearances 54B (54B) Minimum Vertical Underclearance Keep (FHWA)Inventory Clearances 55A (55A) Minimum Lateral Underclearance on Right: Reference Feature Keep (FHWA)Inventory Clearances 55B (55B) Minimum Lateral Underclearance on Right: Minimum Lateral Underclearance Keep (FHWA)Inventory Clearances 56 (56) Minimum Lateral Underclearance on Left Keep (FHWA)Inventory Load Rating 63 (63) Method Used to Determine Operating Rating Keep (FHWA)Inventory Load Rating 64 (64) Operating Rating: Tons Keep (FHWA)Inventory Load Rating 65 (65) Method Used to Determine Inventory Rating Keep (FHWA)Inventory Load Rating 66 (66) Inventory Rating: Tons Keep (FHWA)Inventory Load Rating 70 (70) Bridge Posting Keep (FHWA)Inventory Waterway 71 (71) Waterway Adequacy Keep (FHWA)Inventory Deck 72 (72) Approach Roadway Alignment Keep (FHWA)Inventory Identification 75A (75A) Type of Work Proposed Keep (FHWA)Inventory Identification 75B (75B) Work Done By Keep (FHWA)Inventory Identification 76 (76) Length of Structure Improvement Keep (FHWA)Inventory Identification 94 (94) Bridge Improvement Cost Keep (FHWA)Inventory Identification 95 (95) Roadway Improvement Cost Keep (FHWA)Inventory Identification 96 (96) Total Project Cost Keep (FHWA)Inventory Identification 98A (98A) Neighboring State Code Keep (FHWA)Inventory Identification 98B (98B) Percent Responsibility Keep (FHWA)

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Inventory Identification 99 (99) Border Bridge Structure Number Keep (FHWA)Inventory Identification 100 (100) STRAHNET Highway Designation Keep (FHWA)Inventory Identification 101 (101) Parallel Structure Designation Keep (FHWA)Inventory Identification 102 (102) Direction of Traffic Keep (FHWA)Inventory Identification 103 (103) Temporary Structure Designation Keep (FHWA)Inventory Identification 104 (104) Highway System of the Inventory Route Keep (FHWA)Inventory Identification 105 (105) Federal Lands Highway Keep (FHWA)Inventory Identification 106 (106) Year Reconstructed Keep (FHWA)Inventory Deck 107 (107) Deck Structure Type Keep (FHWA)Inventory Deck 108 (108A) Wearing Surface Type Keep (FHWA)Inventory Deck 108A (108A) Wearing Surface Keep (FHWA)Inventory Deck 108B (108B) Deck Membrane Keep (FHWA)Inventory Deck 108C (108C) Deck Protection Keep (FHWA)Inventory Identification 109 (109) Average Daily Truck Traffic Keep (FHWA)Inventory Identification 110 (110) Designated National Network Keep (FHWA)Inventory Waterway 111 (111) Pier or Abutment Protection Keep (FHWA)Inventory Geometric 112 (112) NBIS Bridge Length Keep (FHWA)Inventory Waterway 113 (113) Scour Critical Bridges Keep (FHWA)Inventory Identification 114 (114) Future Average Daily Traffic Keep (FHWA)Inventory Identification 115 (115) Year of Future Average Daily Traffic Keep (FHWA)Inventory Waterway 116 (116) Minimum Navigation Vertical Clearance, Vertical Lift Bridge Keep (FHWA)Inventory Identification 200 (200) County Log Point (CL) KeepInventory Identification 201 (201) Special Designation KeepInventory Identification 202 (202) Bridge Inventory Status KeepInventory Identification 203 (203) Bridge Name (Dedicated Name) KeepInventory Identification 204 (204) Ohio Designated MPO KeepInventory Identification 207 (207) Route Under the Bridge (Intersected Route) KeepInventory Identification 208 (208) Route On the Bridge (Inventory Route) KeepInventory Identification 209 (209) Interstate Mile Marker KeepInventory Identification 213 (213) NLF_ID Inventory Route KeepInventory Identification 218 (218) Major Bridge Keep

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Inventory Identification 220 (220) Inventory Location KeepInventory Identification 221A (221A) Inspection Program Responsibility (A) KeepInventory Identification 221B (221B) Inspection Program Responsibility (B) KeepInventory Identification 225A (225A) Routine Maintenance Responsibility (A) KeepInventory Identification 225B (225B) Routine Maintenance Responsibility (B) KeepInventory Identification 225C (225C) Routine Maintenance Responsibility C KeepInventory Identification 226 (226) Seismic Susceptible KeepInventory Identification 227 (227) GASB KeepInventory Identification 235 (235) Avg. Daily Truck Traffic (ADTT) KeepInventory Identification 236 (236) Future Traffic Factor KeepInventory Identification 245 (245) Aperture Cards Fabrication KeepInventory Identification 246 (246) Aperture Cards Original KeepInventory Identification 247 (247) Aperture Cards Repair KeepInventory Identification 248 (248) Original Construction Project # KeepInventory Identification 251 (251) Standard Drawing Number KeepInventory Identification 252 (252) Microfilm Reel Number KeepInventory Identification 253 (253) SFN REPLACING THIS RETIRED BRIDGE (1) KeepInventory Identification 255 (255) SFN(s) THAT WERE REPLACED BY THIS BRIDGE (1) KeepInventory Identification 257 (257) Record Retiring Reason KeepInventory Identification 261 (261) Bridge Remarks KeepInventory Identification 263 (263) Date Built KeepInventory Identification 264 (264) Major Reconstruction Date KeepInventory Identification 265 (265) Electric Line present (Y/N) KeepInventory Identification 266 (266) Gas Line present (Y/N) KeepInventory Identification 269 (269) Sanitary Sewer present (Y/N) KeepInventory Geometric 300 (300) Skew Direction KeepInventory Geometric 301 (301) Horizontal Curve Degree KeepInventory Geometric 306 (306) NBIS Bridge Length (Clear distance between abutments) KeepInventory Clearances 325 (325) Minimum Horizontal Clearance Under, Cardinal KeepInventory Clearances 326 (326) Minimum Horizontal Clearance Under, Non-Cardinal KeepInventory Clearances 327 (327) Minimum Vertical Clearance Under, Non-Cardinal Keep

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Inventory Clearances 328 (328) Practical Maximum Vertical Clearance Under Bridge KeepInventory Clearances 329 (329) Minimum Lateral Clearance Under Right, Non-Cardinal KeepInventory Clearances 330 (330) Minimum Lateral Clearance Under Left, Non-Cardinal KeepInventory Clearances 335 (335) Minimum Horizontal Clearance On Non-Cardinal KeepInventory Clearances 336 (336) Minimum Vertical Clearance On Non-Cardinal KeepInventory Clearances 337 (337) Minimum Lateral Clearance On Right, Cardinal KeepInventory Clearances 338 (338) Minimum Lateral Clearance On Right, Non-Cardinal KeepInventory Clearances 339 (339) Minimum Lateral Clearance On Left, Cardinal KeepInventory Clearances 340 (340) Minimum Lateral Clearance On Left, Non-Cardinal KeepInventory Deck 404 (404) Approach Slab Type KeepInventory Deck 405 (405) Approach Slab Length KeepInventory Deck 406 (406) Bridge Median Type (1) KeepInventory Deck 407 (407) Bridge Railing Type KeepInventory Deck 408 (408) Composite Deck Code KeepInventory Deck 409 (409) Deck Drainage Type KeepInventory Deck 411 (411) Deck Concrete Type KeepInventory Deck 414A (414A) Expansion Joint Type 1 KeepInventory Deck 419 (419) Expansion Joint W/Trough Retrofit 2 KeepInventory Deck 423 (423) Wearing Surface Thickness KeepInventory Deck 424 (424) Deck Area KeepInventory Deck 422 (422) Wearing Surface Date KeepInventory Deck 431 (431) Fence KeepInventory Deck 434 (434) Noise Barrier Walls KeepInventory Superstructure 453 (453) Bearing Device 1, Type KeepInventory Superstructure 455 (455) Bearing Device 2, Type KeepInventory Superstructure 465 (465) Framing Type KeepInventory Superstructure 466 (466) Haunched Girder KeepInventory Superstructure 467 (467) Haunched Girder Depth KeepInventory Superstructure 468 (468) Hinges/Pins/Hangers Type KeepInventory Superstructure 474 (474) Main Structure System KeepInventory Superstructure 475 (475) Main Member Type Keep

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Inventory Superstructure 482 (482) Protective Coating System Type KeepInventory Superstructure 483 (483) Protective Coating System Date KeepInventory Superstructure 487 (487) Structural Member Steel Type KeepInventory Superstructure 498 (498) Protective Coating System Surface Area KeepInventory Superstructure 499 (499) Structural Steel Paint KeepInventory Substructure 526 (526) Abutment Forward Type KeepInventory Substructure 527 (527) Abutment Forward Material Type KeepInventory Substructure 528 (528) Abutment Forward - Foundation Type KeepInventory Substructure 531 (531) Abutment Rear Type KeepInventory Substructure 532 (532) Abutment Rear Material Type KeepInventory Substructure 533 (533) Abutment Rear - Foundation Type KeepInventory Substructure 534 (534) Pier 1 (Predominate) Type KeepInventory Substructure 535 (535) Pier 1 (Predominate) Material KeepInventory Substructure 536 (536) Pier 1 Type - Foundation Type KeepInventory Substructure 537 (537) Pier 2 Type KeepInventory Substructure 538 (538) Pier 2 Material KeepInventory Substructure 539 (539) Pier 2 Type - Foundation Type KeepInventory Substructure 547 (547) Slope Protection Type KeepInventory Culvert 575 (575) Bridge/Culvert Type KeepInventory Culvert 578 (578) Culvert Length Inlet to Outlet KeepInventory Culvert 580 (580) Fill Depth Over Culvert KeepInventory Culvert 587 (587) Rise KeepInventory Culvert 588 (588) Shape KeepInventory Waterway 655 (655) Channel Protection Type KeepInventory Waterway 663 (663) Stream Velocity KeepInventory Waterway 670 (670) Abrasive Conditions KeepInventory Waterway 672 (672) pH KeepInventory Load Rating 704 (704) Load Rating Date KeepInventory Load Rating 705 (705) Load Rater First Name KeepInventory Load Rating 706 (706) Load Rater Last Name KeepInventory Load Rating 707 (707) Load Rater Ohio PE Number Keep

9


Inventory Load Rating 708 (708) Load Rating Software KeepInventory Load Rating 709 (709) Rating Source KeepInventory Load Rating 710 (710) Method of Analysis KeepInventory Load Rating 717 (717) Ohio Legal Load 1, Rating Factor KeepInventory Load Rating 720 (720) Ohio Legal Load 2, Rating Factor KeepInventory Load Rating 723 (723) Ohio Legal Load 3, Rating Factor KeepInventory Load Rating 726 (726) Ohio Legal Load 4, Rating Factor KeepInventory Load Rating 729 (729) Ohio Legal Load 5, Rating Factor KeepInventory Load Rating 734 (734) Ohio Percent Legal KeepInventory Intersected Routes 370A (370A) Intersected Route: Record Type KeepInventory Intersected Routes 370B (370B) Intersected Route: Route Signing Prefix KeepInventory Intersected Routes 370C (370C) Intersected Route: Route Designation KeepInventory Intersected Routes 370D (370D) Intersected Route: Route Number KeepInventory Intersected Routes 370E (370E) Intersected Route: Directional Suffix KeepInventory Intersected Routes 371 (371) Interstate Mile Marker KeepInventory Intersected Routes 372 (372) NLF_ID Intersected Route KeepInventory Intersected Routes 373 (373) Feature Intersected KeepInventory Intersected Routes 375 (375) Functional Classification of Intersected Route KeepInventory Intersected Routes 376 (376) Designated National Network KeepInventory Intersected Routes 377 (377) Direction of Traffic KeepInventory Intersected Routes 378 (378) Highway System of the Intersected Route KeepInventory Intersected Routes 379 (379) Intersected Route Avg. Daily Traffic KeepInventory Intersected Routes 380 (380) Intersected Route Year of Avg. Daily Traffic KeepInventory Intersected Routes 381 (381) Intersected Route Avg. Daily Truck Traffic KeepInventory Intersected Routes 382 (382) County Log Point (CL) KeepInventory Intersected Routes 383 (383) Kilometer Point KeepInventory Intersected Routes 384 (384) Macro Level Corridor KeepInventory Intersected Routes 385 (385) Parallel Highway Designation KeepInventory Intersected Routes 386 (386) STRAHNET Highway Designation KeepInventory Intersected Routes 387 (387) Special Designation KeepInventory Intersected Routes 388 (388) Minimum Horizontal Underclearance, Cardinal Keep

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Inventory Intersected Routes 389 (389) Minimum Vertical Underclearance, Cardinal KeepInventory Intersected Routes 390 (390) Practical Maximum Vertical Clearance (Underclearance ) KeepInventory Intersected Routes 391 (391) Minimum Horizontal Underclearance, Non-Cardinal KeepInventory Intersected Routes 392 (392) Minimum Vertical Underclearance, Non-Cardinal KeepInventory Intersected Routes 393 Intersected County KeepInventory Intersected Routes 395 Intersected Route FIPS Code keepInventory Intersected Routes 396 Intersected Route Facility Carried keepInventory Intersected Routes 397 Intersected Route Base Highway Network keepInventory Intersected Routes 398 Intersected Route Toll keepInventory Intersected Routes 399 Intersected Route Bypass, Detour Length keepInventory Calculation Form 67 67 Structural Evaluation Keep (FHWA)Inventory Calculation Form 68 68 Deck Geometry Keep (FHWA)Inventory Calculation Form 69 69 Under clearances, Vertical and Horizontal Keep (FHWA)

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Inspection Fields Inventory

or Inspection

FORMItem



Field

Inspection Load Rating 41 N41. Operating Status - Open Posted or Closed Keep (FHWA)Inspection REVIEW 90 (90) Inspection Date/Type Keep (FHWA)Inspection APPROACH c1. c1. Wearing Surface (EA) CONDITION RATING 1, 2, 3, 4 KeepInspection DECK c13. c13. Expansion Joint (LF) ded CONDITION RATING 1, 2, 3, 4 KeepInspection SUPERSTRUCTURE c30. c30. Prot. Coating System (LF) ded CONDITION RATING 1, 2, 3, 4 KeepInspection DECK c7.1 c7.1 Floor/Slab (SF) CONDITION RATING 1, 2, 3, 4 KeepInspection DECK c8. c8. Wearing Surface (SF) CONDITION RATING 1, 2, 3, 4 KeepInspection APPROACH N36.A N36. Safety Features: Tr, Gr, Tm Keep (FHWA)Inspection APPROACH N36.B N36. Safety Features: Tr, Gr, Tm Keep (FHWA)Inspection APPROACH N36.C N36. Safety Features: Tr, Gr, Tm Keep (FHWA)Inspection DECK N36.D N36. Safety Features: Rail Keep (FHWA)Inspection SIGN/UTILITY N41. N41. Operating Status - Open Posted or Closed Keep (FHWA)Inspection DECK N58. N58. Deck Summary Keep (FHWA)Inspection SUPERSTRUCTURE N59. N59. Superstructure Summary Keep (FHWA)Inspection SUBSTRUCTURE N60. N60. Substructure Summary Keep (FHWA)Inspection CHANNEL N61. N61. Channel Summary Keep (FHWA)Inspection CULVERT N62. N62. Culvert Summary Keep (FHWA)

Inspection SIGN/UTILITY No

Number No Number N59, 60 or 62 General Appraisal KeepInspection REVIEW Inspector Name KeepInspection REVIEW Reviewer Name KeepInspection REVIEW Review Date KeepInspection REVIEW PE Number (Insp or Rev) Keep

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Inspection APPROACH c1. c1. Wearing Surface (EA) Description/Comment Field KeepInspection DECK c13. c13. Expansion Joint (LF) ded Description/Comment Field KeepInspection SUPERSTRUCTURE c30. c30. Prot. Coating System (LF) ded Description/Comment Field KeepInspection Superstructure 903 FCP Complete? KeepInspection Substructure 915 Scour Plan of Action Complete (POA)? KeepInspection Review 91 91 Designated Inspection Frequency Keep (FHWA)Inspection Review 92 92 Critical Feature Inspection A - Y/N Keep (FHWA)Inspection Review 92 92 Critical Feature Inspection B - Y/N Keep (FHWA)Inspection Review 92 92 Critical Feature Inspection C - Y/N Keep (FHWA)Inspection Review 92 92 Critical Feature Inspection A - Freq Keep (FHWA)Inspection Review 92 92 Critical Feature Inspection B - Freq Keep (FHWA)Inspection Review 92 92 Critical Feature Inspection C - Freq Keep (FHWA)Inspection Review 93 93 CFI Date - A Keep (FHWA)Inspection Review 93 93 CFI Date - B Keep (FHWA)Inspection Review 93 93 CFI Date - C Keep (FHWA)

13


Mobile Data CollectionInventory

or Inspection

FORMItem



Field

Inspection APPROACH c1. c1. Wearing Surface (EA) CONDITION RATING 1, 2, 3, 4 KeepInspection DECK c13. c13. Expansion Joint (LF) ded CONDITION RATING 1, 2, 3, 4 KeepInspection SUPERSTRUCTURE c30. c30. Prot. Coating System (LF) ded CONDITION RATING 1, 2, 3, 4 KeepInspection DECK c8. c8. Wearing Surface (SF) CONDITION RATING 1, 2, 3, 4 KeepInspection APPROACH N36.A N36. Safety Features: Tr, Gr, Tm Keep (FHWA)Inspection APPROACH N36.B N36. Safety Features: Tr, Gr, Tm Keep (FHWA)Inspection APPROACH N36.C N36. Safety Features: Tr, Gr, Tm Keep (FHWA)Inspection DECK N36.D N36. Safety Features: Rail Keep (FHWA)Inspection SIGN/UTILITY N41. N41. Operating Status - Open Posted or Closed Keep (FHWA)Inspection DECK N58. N58. Deck Summary Keep (FHWA)Inspection SUPERSTRUCTURE N59. N59. Superstructure Summary Keep (FHWA)Inspection SUBSTRUCTURE N60. N60. Substructure Summary Keep (FHWA)Inspection CHANNEL N61. N61. Channel Summary Keep (FHWA)Inspection CULVERT N62. N62. Culvert Summary Keep (FHWA)

Inspection SIGN/UTILITY No

Number No Number N59, 60 or 62 General Appraisal KeepInspection REVIEW Inspector Name KeepInspection REVIEW Reviewer Name KeepInspection REVIEW Review Date KeepInspection REVIEW PE Number (Insp or Rev) KeepInspection APPROACH c1. c1. Wearing Surface (EA) Description/Comment Field KeepInspection DECK c13. c13. Expansion Joint (LF) ded Description/Comment Field KeepInspection SUPERSTRUCTURE c30. c30. Prot. Coating System (LF) ded Description/Comment Field Keep

14


Inspection DECK c7.1 c7.1 Floor/Slab (SF) CONDITION RATING 1, 2, 3, 4 KeepInspection Load Rating 41 N41. Operating Status - Open Posted or Closed Keep (FHWA)Inspection REVIEW 90 (90) Inspection Date/Type Keep (FHWA)Inspection Review 91 91 Designated Inspection Frequency Keep (FHWA)Inspection Review 92 92 Critical Feature Inspection A - Y/N Keep (FHWA)Inspection Review 92 92 Critical Feature Inspection B - Y/N Keep (FHWA)Inspection Review 92 92 Critical Feature Inspection C - Y/N Keep (FHWA)Inspection Review 92 92 Critical Feature Inspection A - Freq Keep (FHWA)Inspection Review 92 92 Critical Feature Inspection B - Freq Keep (FHWA)Inspection Review 92 92 Critical Feature Inspection C - Freq Keep (FHWA)Inspection Review 93 93 CFI Date - A Keep (FHWA)Inspection Review 93 93 CFI Date - B Keep (FHWA)Inspection Review 93 93 CFI Date - C Keep (FHWA)Inspection Superstructure 903 FCP Complete? KeepInspection Substructure 915 Scour Plan of Action Complete (POA)? Keep

15


Sufficiency Rating Formula

16


NBIS Related Fields

NBI Record Format

With the conversion to metric and the addition of new items it is required to expand the size of the NBI record to 432 characters. The following format will be use to submit data to the FHWA.

ITEM NO

ITEM NAMEITEM

POSITIONITEM

LENGTH/TYPE1 State Code 1 - 3 3/N8 Structure Number 4 - 18 15/AN5 Inventory Route 19 - 27 9/AN

5A Record Type 19 1/AN5B Route Signing Prefix 20 1/N5C Designated Level of Service 21 1/N5D Route Number 22 - 26 5/AN5E Directional Suffix 27 1/N2 Highway Agency District 28 - 29 2/AN3 County (Parish) Code 30 - 32 3/N4 Place Code 33 - 37 5/N6 Features Intersected 38 - 62 25/AN

6A Features Intersected 38 - 61 24/AN6B Critical Facility Indicator 62 1/AN7 Facility Carried By Structure 63 - 80 18/AN9 Location 81 - 105 25/AN10 Inventory Rte, Min Vert Clearance 106 - 109 4/N11 Kilometerpoint 110 - 116 7/N12 Base Highway Network 117 1/N13 Inventory Route, Subroute Number 118 - 129 12/AN

13A LRS Inventory Route 118 - 127 10/AN13B Subroute Number 128 - 129 2/N

17


16 Latitude 130 - 137 8/N17 Longitude 138 - 146 9/N19 Bypass/Detour Length 147 - 149 3/N20 Toll 150 1/N21 Maintenance Responsibility 151 - 152 2/N22 Owner 153 - 154 2/N26 Functional Class Of Inventory Rte. 155 - 156 2/N27 Year Built 157 - 160 4/N28 Lanes On/Under Structure 161 - 164 4/N

28A Lanes On Structure 161 - 162 2/N28B Lanes Under Structure 163 - 164 2/N29 Average Daily Traffic 165 - 170 6/N30 Year Of Average Daily Traffic 171 - 174 4/N31 Design Load 175 1/N32 Approach Roadway Width 176 - 179 4/N33 Bridge Median 180 1/N34 Skew 181 - 182 2/N35 Structure Flared 183 1/N36 Traffic Safety Features 184 - 187 4/AN

36A Bridge Railings 184 1/AN36B Transitions 185 1/AN36C Approach Guardrail 186 1/AN36D Approach Guardrail Ends 187 1/AN37 Historical significance 188 1/N38 Navigation Control 189 1/AN39 Navigation Vertical Clearance 190 - 193 4/N40 Navigation Horizontal Clearance 194 - 198 5/N41 Structure Open/Posted/Closed 199 1/AN42 Type Of Service 200 - 201 2/N

42A Type of Service On Bridge 200 1/N42B Type of Service Under Bridge 201 1/N43 Structure Type, Main 202 - 204 3/N

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43A Kind of Material/Design 202 1/N43B Type of Design/Construction 203 - 204 2/N44 Structure Type, Approach Spans 205 - 207 3/N

44A Kind of Material/Design 205 1/N44B Type of Design/Construction 206 - 207 2/N45 Number Of Spans In Main Unit 208 - 210 3/N46 Number Of Approach Spans 211 - 214 4/N47 Inventory Rte Total Horz Clearance 215 - 217 3/N48 Length Of Maximum Span 218 - 222 5/N49 Structure Length 223 - 228 6/N50 Curb/Sidewalk Widths 229 - 234 6/N

50A Left Curb/Sidewalk Width 229 - 231 3/N50B Right Curb/Sidewalk Width 232 - 234 3/N51 Bridge Roadway Width Curb-To-Curb 235 - 238 4/N52 Deck Width, Out-To-Out 239 - 242 4/N53 Min Vert Clear Over Bridge Roadway 243 - 246 4/N54 Minimum Vertical Underclearance 247 - 251 5/AN

54A Reference Feature 247 1/AN54B Minimum Vertical Underclearance 248 - 251 4/N55 Min Lateral Underclear On Right 252 - 255 4/AN

55A Reference Feature 252 1/AN55B Minimum Lateral Underclearance 253 - 255 3/N56 Min Lateral Underclear On Left 256 - 258 3/N58 Deck 259 1/AN59 Superstructure 260 1/AN60 Substructure 261 1/AN61 Channel/Channel Protection 262 1/AN62 Culverts 263 1/AN63 Method Used To Determine Operating Rating 264 1/N64 Operating Rating 265 - 267 3/N65 Method Used To Determine Inventory Rating 268 1/N66 Inventory Rating 269 - 271 3/N

19


67 Structural Evaluation 272 1/AN68 Deck Geometry 273 1/AN69 Underclear, Vertical & Horizontal 274 1/AN70 Bridge Posting 275 1/N71 Waterway Adequacy 276 1/AN72 Approach Roadway Alignment 277 1/AN75 Type of Work 278 - 280 3/N

75A Type of Work Proposed 278 - 279 2/N75B Work Done By 280 1/AN76 Length Of Structure Improvement 281 - 286 6/N90 Inspection Date 287 - 290 4/N91 Designated Inspection Frequency 291 - 292 2/N92 Critical Feature Inspection 293 - 301 9/AN

92A Fracture Critical Details 293 - 295 3/AN92B Underwater Inspection 296 - 298 3/AN92C Other Special Inspection 299 - 301 3/AN93 Critical Feature Inspection Dates 302 - 313 12/AN

93A Fracture Critical Details Date 302 - 305 4/AN93B Underwater Inspection Date 306 - 309 4/AN93C Other Special Inspection Date 310 - 313 4/AN94 Bridge Improvement Cost 314 - 319 6/N95 Roadway Improvement Cost 320 - 325 6/N96 Total Project Cost 326 - 331 6/N97 Year Of Improvement Cost Estimate 332 - 335 4/N98 Border Bridge 336 - 340 5/AN

98A Neighboring State Code 336 - 338 3/AN98B Percent Responsibility 339 - 340 2/N99 Border Bridge Structure Number 341 - 355 15/AN100 STRAHNET Highway Designation 356 1/N101 Parallel Structure Designation 357 1/AN102 Direction Of Traffic 358 1/N103 Temporary Structure Designation 359 1/AN

20


104 Highway System Of Inventory Route 360 1/N105 Federal Lands Highways 361 1/N106 Year Reconstructed 362 - 365 4/N107 Deck Structure Type 366 1/AN108 Wearing Surface/Protective System 367 - 369 3/AN

108A Type of Wearing Surface 367 1/AN108B Type of Membrane 368 1/AN108C Deck Protection 369 1/AN109 AVERAGE DAILY TRUCK TRAFFIC 370 - 371 2/N110 DESIGNATED NATIONAL NETWORK 372 1/N111 PIER/ABUTMENT PROTECTION 373 1/N112 NBIS BRIDGE LENGTH 374 1/AN113 SCOUR CRITICAL BRIDGES 375 1/AN114 FUTURE AVERAGE DAILY TRAFFIC 376 - 381 6/N

115 YEAR OF FUTURE AVG DAILY TRAFFIC 382 - 385 4/N

116MINIMUM NAVIGATION VERTICAL CLEARANCE VERTICAL LIFT BRIDGE

386 - 389 4/N

FEDERAL AGENCY INDICATOR 391 Washington Headquarters Use 392 - 426 STATUS with 10yr rule 427

n/a Asterisk Field in SR 428 1/ANSR SUFFICIENCY RATING (select from last 4 positions only) 429 - 432 4/N

STATUS without 10yr rule. Field new in 2013 and future years (This field is not part of the NBI annual file submittal. It is a download field only.)

433

Status field: 1 = Structurally Deficient; 2 = Functionally Obsolete; 0 = Not Deficient; N = Not Applicable

21


Note: The "10 Year Rule" excludes bridges built or reconstructed within the past 10 years of being assigned a deficiency status since they are not generally eligible for Highway Bridge Program funding. The Highway Bridge Program was not continued in MAP-21, however, funds are still available in the old programSource NBI SCII File

22


Inspection, Management and Technical requirements of FHWA

Recording and coding guide for the structure inventory and appraisal of the nation’s bridges. Report number is Fhwa-pd-96-001. http://www.fhwa.dot.gov/bridge/mtguide.pdf

Errata sheets recording and coding guide for the structure inventory and appraisal of the nation’s bridges. Report no. is Fhwa-pd-96-001, December 1995 http://www.fhwa.dot.gov/bridge/errata.pdf

And

http://www.dot.state.oh.us/Divisions/Engineering/Structures/BridgeManagementSection/PDF%20File/FHWA_Inventory_Inspection_Guide_Errata.pdf

23

http://www.dot.state.oh.us/Divisions/Engineering/Structures/BridgeManagementSection/PDF%20File/FHWA_Inventory_Inspection_Guide_Errata.pdf

http://www.fhwa.dot.gov/bridge/errata.pdf

http://www.fhwa.dot.gov/bridge/mtguide.pdf


Reports Inventory ListReport Name Description Format Report

Sample?Management ReportsCondition Rating - No Deck: Fair List of all Structures except Decks in Fair Condition run report PDF YesCondition Rating - No Deck: Good List of all Structures except Decks in Good Condition run report PDF YesCondition Rating - No Deck: Poor List of all Structures except Decks in Poor Condition run report PDF YesCondition Rating: Fair List of all Structures in Fair Condition run report PDF YesCondition Rating: Good List of all Structures in Good Condition run report PDF YesCondition Rating: Poor List of all Structures in Poor Condition run report PDF YesCulvert Condition Rating: Fair List of all Culverts in Fair Condition run report PDF YesCulvert Condition Rating: Good List of all Culverts in Good Condition run report PDF YesCulvert Condition Rating: Poor List of all Culverts in Poor Condition run report PDF YesDeck Condition Rating: Fair List of all Decks in Fair Condition run report PDF YesDeck Condition Rating: Good List of all Decks in Good Condition run report PDF YesDeck Condition Rating: Poor List of all Decks in Poor Condition run report PDF YesField to Form sheet List all fields and which form to find that field run report PDF YesFracture Critical Shows a list of all fracture critical bridges run report PDF YesFracture Critical Bridges List of fracture critical bridges PDF YesHistorically Significant Bridges List of historically significant bridges run report PDF YesNext 2 Months (FCM, UW, Routine 24 month) Shows all bridges due in the next 2 months run report PDF YesOverall Condition Rating Summary of all Structures Condition run report PDF YesOverall Condition Rating - No Deck Summary of all Structures Condition except Decks run report PDF YesOverall Condition Rating by Deck Area Summary of all Structures Condition by Deck Area run report PDF YesPast Due (FCM, UW, Routine 24 month) Shows all bridges past their inspection due date PDF YesPosted Bridges List of posted bridges run report PDF YesScour Critical Bridges List of scour critical bridges PDF YesSpecial Inspection Bridges List of special inspection bridges PDF YesSpecial Inspections Shows all bridges that require need special inspections run report PDF Yes

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Special Inspections (w/ FC) Shows all bridges that require special and FC inspections run report PDF YesSubstructure Condition Rating: Fair List of all Substructures in Fair Condition run report PDF YesSubstructure Condition Rating: Good List of all Substructures in Good Condition run report PDF YesSubstructure Condition Rating: Poor List of all Substructures in Poor Condition run report PDF YesSuperstructure Condition Rating: Fair List of all Superstructures in Fair Condition run report PDF YesSuperstructure Condition Rating: Good List of all Superstructures in Good Condition run report PDF YesSuperstructure Condition Rating: Poor List of all Superstructures in Poor Condition run report PDF YesUnderwater Shows all bridges that require underwater inspection run report PDF YesUnderwater Inspection Bridges List of underwater inspection bridges PDF YesField Reports DescriptionInventory Report 191 Inventory Report 191 and Notes for Changes PDF YesInspection Report 86 Inspection Report 86 and Notes for Changes PDF YesLoad Rating Report Load Rating Report Excel YesAnnual Inspections Not Completed Report of inspections not completed to date during current calendar Year Excel Yes

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191 Mockup Page 1

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191 Mockup Page 2

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Element Level Data (NBE)

Specification for the National Bridge Inventory Bridge Elements - http://www.fhwa.dot.gov/bridge/nbi/131216_a1.pdf

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http://www.fhwa.dot.gov/bridge/nbi/131216_a1.pdf


Bridge NameFor Intersected Routes: County – Route On-SLM On Special Designation [Route under-SLM under Special Designation under [As Alpha Numeric Data]For Non-Intersected Routes on the Bridge: County – Route On-SLM On Special Designation [FRA-00070-1121 _(2504588)]For Non-Intersected Routes under the Bridge: County – Route Under-SLM Under Special Designation Under

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Application Role Details

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Role details are documented in this section. Roles may be adjusted during Discovery phase of project.

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Standard Attribute Requirements

OBJECTID SystemNLFID Char (14) (Network Linear Feature Identifier – Follow guidelines)ODOT_DISTRICT Char (2) (District Number: 01, 02…Leading Zero)CRS Char (17) (County Route Section)COUNTY Char (10) (County Full Name)COUNTY_CD Char (3) (County three letter Code)ROUTE_TYPE Char (2) (Formally Route Designation: US, IR, SR)ROUTE_NBR Char (5) (Route ID; 5 characters to account for local systems)ROUTE_SUFFIX Char (1) (For routes such as 309D or 115A)CTL_BEGIN_NBR Number (7.3) (County Begin Point – Both point and linear)CTL_END_NBR Number (7.3) (County End point - linear)STL_BEGIN_NBR Number (7.3) (State Begin Point – Both point and linear) STL_END_NBR Number (7.3) (State End Point - Linear)LATITUDE_DD_BEGIN Decimal Degrees (6 positions) (8, 6)LONGITUDE_DD BEGIN Decimal Degrees (6 positions) (8, 6)LATITUDE_DD_END Decimal Degrees (6 positions) (8, 6)LONGITUDE_DD END Decimal Degrees (6 positions) (8, 6)PERP_DATE Date (Date of certified LRS, because updates are quarterly)QA_COMPLETE Char (1) (QA Complete Y/N. Default Value ‘Y’)STATUS Char (1) (Proposed, Retired, Cancelled, Inactive or Active)PROJECTION WGS84 Mercator Auxiliary Sphere (m) (Requirement, not an attribute in DB)

*NOTE: THERE ARE 3 TYPES OF NLFID NEEDED TO BE CAPTURED.1. Inventory2. Intersected3. Associated

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Structural & Functional Classification FieldStructural & functional classification field which include: Structurally Deficient, Functionally Obsolete, Not Applicable, and Not Deficient. [See FHWA website for http://www.fhwa.dot.gov/bridge/0650dsup.cfm] Additional Guidance on 23 CFR 650 D - Bridge Programs ... www.fhwa.dot.govAdditional Guidance on 23 CFR 650 D. Formerly Federal-aid Policy Guide Non-Regulatory Supplement NS 23 CFR, Part 650 D, September 30, 1992, Transmittal 5

a. Structurally Deficient -

1. A condition rating of 4 or less for Item 58 - Deck; or Item 59 - Superstructures; or Item 60 - Substructures; or Item 62 - Culvert and Retaining Walls.(1) or

2. An appraisal rating of 2 or less for Item 67 - Structural Condition; or Item 71 - Waterway Adequacy.(2)

b. Functionally Obsolete -

1. An appraisal rating of 3 or less for Item 68 - Deck Geometry; or Item 69 – Under clearances;(3) or Item 72 - Approach Roadway Alignment. or

2. An appraisal rating of 3 for Item 67 - Structural Condition; or Item 71 - Waterway Adequacy.(2)

c. Any bridge classified as structurally deficient is excluded from the functionally obsolete category.

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These are the data elements used to calculate the percent legal load.

Load base per axle. Items 715-734 put in code for axle and calculations. 717 is a “2F1” item [2F1 refers to Ohio Legal Loads Truck category and include Ohio Legal Loads 3F1, 4F1, and 5C1 with the number referring to count of axles].

Calculations are done manually. Truck configurations developed by ODOT that are used exclusively for load rating. The federal government imposes live load limitations based on a formula they call the “Federal Bridge Gross Weight Formula”. These Ohio Legal Loads are intended to cover the limits of this formula.

Legal Load Element FieldsItems 715-734 put in code for axle and calculations:(715) Ohio Legal Load 1(716) Ohio Legal Load 1 Gross Vehicle Weight (GVW)(717) Ohio Legal Load 1, Rating Factor(718) Ohio Legal Load 2(719) Ohio Legal Load 2 GVW(720) Ohio Legal Load 2, Rating Factor(721) Ohio Legal Load 3(722) Ohio Legal Load 3 GVW(723) Ohio Legal Load 3, Rating Factor(724) Ohio Legal Load 4(725) Ohio Legal Load 4, GVW(726) Ohio Legal Load 4, Rating Factor(727) Ohio Legal Load 5(728) Ohio Legal Load 5 GVW(729) Ohio Legal Load 5, Rating Factor(730) Ohio Legal Load(731) Ohio Legal Load 6, GVW(732) Ohio Legal Load 6, Rating Factor(733) Posting Required by Rating(734) Ohio % Legal

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The Bridge Formula Weights Calculator provides a convenient way to determine the maximum allowable weight that any set of axles on a motor vehicle may carry on the Interstate highway system.

Congress enacted the Bridge Formula in 1975 to limit the weight-to-length ratio of a vehicle crossing a bridge. This is accomplished either by spreading weight over additional axles or by increasing the distance between axles. Compliance with the Bridge Formula weight limits is determined by using the following formula:

This Bridge Formula states the maximum allowable weight equals the length between axles multiplied by the number of axles divided by the number of axles minus 1 plus the number of axles multiplied by 12 plus 36; then multiply this product by 500.

•W = the overall gross weight on any group of two or more consecutive axles to the nearest 500 pounds.

•L = the distance in feet between the outer axles of any group of two or more consecutive axles.

•N = the number of axles in the group under consideration.

Federal law states that two or more consecutive axles may not exceed the weight computed by the Bridge Formula even though single axles, tandem axles, and gross vehicle weights are within legal limits. As a result, the axle group that includes the entire truck—sometimes called the "outer bridge" group—must comply with the Bridge Formula. Interior combinations of axles, such as the "tractor bridge" (axles 1, 2, and 3) and "trailer bridge" (axles 2, 3, 4, and 5) must also comply with weights computed by the Bridge Formula (see figure). More detailed information on the Bridge Formula is available at www.ops.fhwa.dot.gov/freight/publications/brdg_frm_wghts/index.htm.

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The operational status is captured in field 41 with values listed below.

Operational Status Value FieldsCode Description A Open, no restriction B Open, posting recommended but not legally implemented (all signs not in place or not correctly implemented) C Under construction with portions of the bridge open to traffic (ex. Half-width construction) D Open, would be posted or closed except for temporary shoring, etc. to allow for unrestricted traffic E Open, temporary structure in place to carry legal loads while original structure is closed and awaiting replacement or rehabilitation G New structure not yet open to traffic K Bridge closed to all traffic P Posted for load (may include other restrictions such as temporary bridges which are load posted) R Posted for other load-capacity restriction (speed, number of vehicles on bridge, etc.) X Bridge closed for reason other than condition or load carry- capacity

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The 23 metrics and 6 data driving fields are identified below for the Bridge Application Dashboard.

Dashboard Program Metrics & Data ElementsMetric #1: Bridge inspection organizationMetric #2: Qualifications of personnel – Program ManagerMetric #3: Qualifications of personnel – Team Leader(s)Metric #4: Qualifications of personnel – Load Rating EngineerMetric #5: Qualifications of personnel – UW Bridge Inspection DiverMetric #6: Inspection frequency – Routine – Lower risk bridges [Data Driven]Metric #7: Inspection frequency – Routine – Higher risk bridges [Data Driven]Metric #8: Inspection frequency – Underwater – Lower risk bridges [Data Driven]Metric #9: Inspection frequency – Underwater – Higher risk bridges [Data Driven]Metric #10: Inspection frequency - Fracture Critical Member [Data Driven]Metric #11: Inspection frequency – Frequency criteria [Data Driven]Metric #12: Inspection procedures – Quality InspectionsMetric #13: Inspection procedures – Load RatingMetric #14: Inspection procedures – Post or RestrictMetric #15: Inspection procedures – Bridge FilesMetric #16: Inspection procedures – Fracture Critical MembersMetric #17: Inspection procedures – UnderwaterMetric #18: Inspection procedures – Scour Critical BridgesMetric #19: Inspection procedures – Complex BridgesMetric #20: Inspection procedures – QC/QAMetric #21: Inspection procedures – Critical FindingsMetric #22: Inventory – Prepare and MaintainMetric #23: Inventory – Timely Updating of Data

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Geotechnical Fields: Piling, Substructure, and Scour Category Element Current SMS Piling, Substructure and Scour data elementsSubstructure 528 (528) Abutment Forward - Foundation Type

Substructure 529 (529) Abutment Foundation, Average Length

Substructure 530 (530) Abutment Pile Load Testing

Substructure 533 (533) Abutment Rear - Foundation Type

Substructure 536 (536) Pier 1 Type - Foundation Type



Substructure 544 (544) Pier Foundation, Average Length

Substructure 546 (546) Pile Log

Substructure 525 (525) Abutment Columns or Bents, Total Count

Substructure 526 (526) Abutment Forward Type

Substructure 531 (531) Abutment Rear Type

Substructure 534 (534) Pier 1 (Predominate) Type

Substructure 537 (537) Pier 2 Type

Substructure 540 (540) Pier 3 Type

Substructure 543 (543) Pier Columns/Bents, Total Count

Substructure 545 (545) Pier, Total Count

Substructure 547 (547) Slope Protection Type

Substructure 548 (548) Wingwalls, Total Length

Substructure 911 (911) Pier Type 1 Count




Waterway 113 (113) Scour Critical Bridges

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Waterway 660 (660) Culvert Scour Length

Substructure 527 (527) Abutment Forward Material Type

Substructure 532 (532) Abutment Rear Material Type

Substructure 535 (535) Pier 1 (Predominate) Material

Substructure 538 (538) Pier 2 Material

Substructure 541 (541) Pier 3 Material

Substructure N60. N60. Substructure Summary

Substructure c33. c33. Abutment Walls (LF) Description/Comment Field

Substructure c34. c34. Abutment Caps (LF) Description/Comment Field

Substructure c35. c35. Abut. Columns/Bents (EA) Description/Comment Field

Substructure c36. c36. Pier Walls (LF) Description/Comment Field

Substructure c37. c37. Pier Caps (LF) Description/Comment Field

Substructure c38. c38. Pier Columns/Bents (EA) Description/Comment Field

Substructure c39. c39. Backwalls (LF) Description/Comment Field

Substructure c40. c40. Wingwalls (EA) Description/Comment Field

Substructure c42. c42. Scour (EA) ded Description/Comment Field

Substructure c43. c43. Slope Protection (EA) Description/Comment Field

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New Bridge and Inspection Cycle Workflow

The new bridge and inspection cycle workflow is detailed in the process flow below.

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Historical Bridge ElementsHistorical Bridge Elements

(37) Historical Significance Code (847) Historical Bridge Remarks(825) Historical Bridge Name – (850) In Management Plan (2009)(826) NR Recommendation (851) Historical Management Plan Substructure(827) Historical Year Built (852) Historical Management Plan Superstructure(828) Historic Bridge Type (853) Historical Management Summary(829) Previous Inventory/Date (860) Justification(830) Historical Owner (861) Prudent and Feasible to Leave Bridge in Place(831) Historical Builder (862) Preservation Potential(832) Previous NR Status (863) Preservation Summary(833) Score (864) No Build Alternative Consideration(834) Reviewed By (865) Historic Bypass Information(835) Level of Significance (866) Other Preservation Options(836) Historical Data Source (867) Preservation Recommendation(837) Historical District (868) Comment Recommendation(838) Historical Review Date (869) Comment Date(839) Historical Standard ODOT Design (870) Plan Comment

(840) Historical National Register Listed

(841) Bridge Wider

(842) Historical Bridge/Designer

(843) Historical Setting/Comments

(844) Historical Physical Description

(845) Historical Integrity

(846) Historical Significant Description

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The data elements below are displayed in the ELLIS system representing bridge data and will need to be supported by the new Bridge Application.

System Planning & Program / ELLIS FieldsBMS/SMS View Element in EllisBR Rehab ConditionBR Replacement ConditionCategories ImprovedDescription General Appraisal Rating Inventory Feature NBIS Flag Paint Rating keepProject ClassificationSD/FO

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New FieldsInventory

or Inspection

FORMItem



Field

NA NA NA (5F) Inventory Route: Priority System Code AddNA NA NA Date Posted AddNA NA NA Comment Field: Deck Summary AddNA NA NA Comment Field: Superstructure Summary AddNA NA NA Comment Field: Substructure Summary AddNA NA NA Comment Field: Channel Summary AddNA NA NA Comment Field: Culvert Summary AddNA NA NA Comment Field: General Appraisal Summary AddNA NA NA Comment Field: Waterway Adequacy Summary AddNA NA NA Comment Field: Approach Roadway Alignment Summary AddNA NA NA Comment Field: Scour Critical Summary Add

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ELLIS FieldsMaterial Type Description 1st Digit 2nd Digit 3rd DigitConcrete Slab Simple 1 1 1

Pre-stressed Concrete

Beam Continuous 2 2 2

Steel Box Beam Deck 3 3 3Timber Truss Thru 4 4 4Stone Arch Filled 5 5 5

Aluminum Girder (Floor System)

Orthotropic 6 6 6

Cast Iron Frame Movable – Lift 7 7 7Wrought Iron Suspension Movable – Bascule 8 8 8

Composite Culvert Movable – Swing 9 9 9Other Other Other 0 0 0

Cable-Stayed Pony (Truss) A ATunnel B

None None None N N N

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Agency Defined Elements Approach Relief Joint (LF) Approach Embankment (EA) Approach Guardrail (LF) Curbs/Sidewalk/Walkway (LF) Drainage (EA) RC Deck Edge (LF) Beams/Girder Ends (LF) * Protective Coating Beam Ends (SF) * Arch Column/Hanger (EA) Arch Spandrel Wall (EA) Abutment Backwall (LF) Substructure Slope Protection (EA) Culvert Headwall/Endwall (EA) Channel Navigation Lights (EA) Signs (EA) Utilities (LF)

Other Identified Fields

Field Name Character Type Field Length Requirement # Where NeededProject Identification Number 1.21Sidewalks 2.18

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GlossaryThe glossary is a reference for terms used within the requirements and the business that might require clarification or expanded information for the reviewer.

Term DefinitionAmerican Association of State Highway and Transportation Officials (AASHTO)

AASHTO is a nonprofit, nonpartisan association representing highway and transportation departments in the 50 states, the District of Columbia, and Puerto Rico. It represents all five transportation modes: air, highways, public transportation, rail, and water. Its primary goal is to foster the development, operation, and maintenance of an integrated national transportation system.

Americans with Disabilities Act (ADA)

Federal legislation enacted in 1990 that guarantees civil rights protection to persons with disabilities in employment, public accommodation, communication, access to state and local government programs and facilities, and transit.

Annual Daily Traffic (ADT)

Annual Daily traffic data (cars and trucks) collected by the traffic monitoring section.

ArchitectureThe strategic design that captures the most important, pervasive design decisions and their rationales. An architecture must fulfill (and is therefore validated against) the architecturally significant operational and quality requirements. The architecture drives and constrains the tactical (i.e., detailed) design. See also system architecture and software architecture.

Authentication Validation of a user, computer or some digital object to ensure it is what it claims to beAuthorization The function of specifying access rights to a resourcesAutomatic Traffic Recorder (ATR)

Recorders that are used to collect the traffic data.

Average Daily Traffic (ADT)

Average Daily traffic data (cars and trucks) collected by the traffic monitoring section.

Base Transportation Referencing System (BTRS)

A file/database table containing road attributes, latitude/longitude information at 1/100th of a mile for State (IR, US, SR) and local (CR, TR) system routes. This file is considered the authoritative description of all roadways within ODOT jurisdiction or within its domain of interest.

Base Transportation Referencing System Conversion

The process of perpetuating road inventory data from one year to the next and creating a new BTRS file representing the current road network.

Bicycle Path A separate path or trail for the exclusive use of bicyclists and pedestrians which is not open to motorized vehicles. Where that path forms a part of a highway, it must be separated by open space or a barrier.

Bicycle Route Any road, street, path, or way that is specifically designated in some manner as being open to bicycle travel, either exclusively or shared with other vehicles and pedestrians.

Bikeway Any road, street, path, or way from which bicycle travel is not prohibited.

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Basic Roadway Inventory This is the collection of field sheets that depict a route from beginning to end. A basic inventory is the base upon which all other ODOT road inventories are built.

Bridge A structure, including supports, erected over an earth depression, water, highway, or railroad that provides a track or passageway for traffic or pedestrians.

Bridge Management Elements (BMEs)

Bridge Management Elements include components of bridges such as joints, wearing surfaces, and protective coating systems that are typically managed by agencies utilizing Bridge Management Systems.

Bug See Defect.Build A relatively small stage that forms an identified part of a phaseBusiness Model A model of the business in terms of the terminology of the domain experts and users without regard to any specific system or

software application. The main objectives of a business model are to formally represent the business in terms of the essential business objects and how they collaborate to perform the major business processes. The business model forms the basis for understanding and engineering (or reengineering) the business and its processes. The business model typically consists of a business-level use case model and associated object model.

Central Database Values Data set of an actual bridge.Conflation The process of updating roadway segmentation for a new perp year.Configurability The degree to which an application can be configured into multiple variants, such as via internationalization.

Change ControlFormal modification to a baselined project document. Changes could occur to (but not limited to) the approved schedule, budget, or scope statement.

Database Data repository for storage and retrieval of data.

Defect

Any deviation between the customer's expectation, the specification, and/or implementation that can hamper the functioning or execution of the software application or service. Examples include (but are not limited to):

•Not implementing required functionality•Error in existing functionality•Deviation from approved requirements (as defined in the SRS)

DESTAPE One of the RI official files that contains point-based information on the state roadway network. Examples: start/end of a route, bridge location, overpass/underpass, intersections, begin/end overlaps, gaps, boundary information etc.

DIGIT A database schema used by IT and Technical Services to host mostly geometry data such as LRS and boundary information data.

DistrictThe counties within Ohio are divided into 12 sections called Districts. Districts are responsible for managing and maintaining the ODOT assets within their respective counties.

Divided HighwayA roadway where the opposing directions are separated by a median that restricts movement between the two directional roadbeds.

Encryption A security technique that uses a key to scramble data so that it is not readable until decrypted with an associated key. Enterprise An endeavor consisting of all programs within a business.

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Environmental Protection Agency (EPA)

A Federal agency within the executive branch of the U.S. Government with the responsibility to develop and enforce national ambient air quality emission standards established by the Clean Air Act and Clean Air Act Amendment of 1990 and support anti-pollution activities by state and local governments.

ExpresswayA divided arterial highway for through traffic with full or partial access control where more than 50 percent of all crossroads are grade separated.

Federal Highway Administration (FHWA)

An agency within the U.S. Department of Transportation that supports State and local governments in the design, construction and maintenance of Roadway.

Field SheetA document prepared by Field Representatives to show information about a roadway section. Each completed field sheet can represent one mile of road.

Firewall A security mechanism consisting of a computer that limits access by a public network (such as the Internet) to a private system or network.

Fiscal Year (FY) Ohio An annual financial reporting period, defined as July 1 to June 30 for the State of Ohio.Forecasting The process of applying scientific and technical analysis to current assumptions regarding economic indicators and human

behavior to estimate future conditions and patterns, including population, demographic characteristics, and travel demand.Form Blank paper document as template that captures a set of specific data that may also be replicated in matched data fields on a

screen.Functional Classification The grouping of roads, streets, and highways into a hierarchy within an integrated network based on their relative importance to

mobility and access to adjoining land. The hierarchy of roadway classification is as follows:•Rural Areas -Principal Arterials, Minor Arterials, Major Collectors, Minor Collectors, and Local Roads.•Urban Areas -Principal Arterials, Minor Arterials, Collectors, and Local Streets.

Geographic Information System (GIS)

A generic term used for software that extends the utilization of databases to allow analyses based on the geographical location associated with database records. GIS also extends the reporting capabilities of databases to include map displays of both the data and query results.

GeoMediaA GIS application used by tech services for working with and conducting analysis on geographic information as well as producing maps from that analysis.

Graphical Query Language (GQL)

Family of query and reporting tools used to access databases on client/server systems

Highway Management System

A database schema that hosts all published road inventory files and tables.

Highway Performance Monitoring System

Used for assessing highway system performance under the Federal Highway Administration’s (FHWA) strategic planning process and for apportioning Federal Aid funds.

In-Progress Data Data within an active inspection, checked out, unofficial, unapprovedHub The focal point of a transit system or network where services and routes meet and passengers can make convenient transfers.Layer A major horizontal collection of software components in a layered software architecture. Each layer typically depends only with

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the layer immediately below it. For example, a software architecture may consist (top to bottom) of a presentation layer, a transaction layer, a domain layer, and a persistence layer.

Linear Referencing SystemA reference system in which the locations of features are identified by a relative measure along a linear element, for example a milestone along a road. Each feature is located by either a point (known as a "milepoint") or a line ("segment").

Local AgencyAgency within the state of Ohio that is responsible for roadway, bridge, and other assets that fall within its jurisdiction. These agencies include counties, townships, villages, and cities.

Location-Based Response System

A County/State partnership that gathers accurate locational information on all roads and addresses in a county. The information is used to save lives and save taxpayer dollars by reducing redundant data collection activities.

Location-Based SystemA system whose definition relies on its location relative to a point of reference that is generally static. In the case of the ODOT Roadway Inventory, roads are located in relation to some point on the face of the earth.

Log PointStandard unit of measure in ODOT’s Roadway information system. It represents an accumulation of mileage on the road from either state line or county border or other fixed begin point.

Metropolitan Planning Organization (MPO)

An organization required by U.S.C. 134 and 49 CFR Chapter 53, formed by local elected officials and designated by the Governor that, in cooperation with the state, is responsible for transportation planning in urbanized areas.

Milestone A scheduled point in time during a development when some set of significant objectives is to be achieved.Municipal File The file that contains information on road attributes of all city (municipal) roads.National Bridge Elements (NBE)

The National Bridge Elements represent the primary structural components of bridges necessary to determine the overall condition and safety of the primary load carrying members.

National Bridge Inventory (NBI)

The National Bridge Inventory (NBI) is a database, compiled by the Federal Highway Administration, with information on all bridges and tunnels in the United States that have roads passing above or below.

National Highway System (NHS)

A 163,000 mile system of rural and urban roads throughout the United States designated by Federal legislation that serves major population centers, international border crossings, intermodal facilities, major travel destinations and terminals. It consists of the Interstate System, other urban and rural principal arterials, highways that provide access from the NHS to major intermodal transportation facilities, the Defense Strategic Highway Network (STRAHNET), and strategic highway connectors.

Network Linear Feature Identifier (NLFID)

The Network Linear Feature Identifier value uniquely identifies a route within a county. It is based on a composition of several fields, and is defined as follows:

Jurisdiction: character 1 – A single letter code indicating the primary legal authority by which records are grouped. Examples include: S-state, C-county, and T-township.County: characters 2..4 – Standard ODOT three letter abbreviation of Ohio’s county names. Examples include: ADA-Adams and FRA-Franklin.Route System: characters 5..6 – Two letter code indicating the basic transportation network group. Examples include: IR-interstate, US-US Route, SR = State Route. This field is also often known as the “transportation route code.”Route Number: characters 7..11 – The number assigned to a particular route. Note that in the case where the route is less than 5 characters, the left side is zero-filled. Examples include: 00670, 00002, and 00071.

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Route Number Extension: character 12 – A single letter used with the route number in local and municipal systems to guarantee uniqueness. It guarantees that there are no repeated NLF IDs due to duplicate route numbers.Route Description: character 13 – A single letter code that defines a specific characteristic of a transportation route. Examples include A-Alternate, P-Proposed, B-Bypass. Note that * is the default.Cardinal Direction: character 14 – A single letter code indicating that the route is part of a dual string combo created to indicate the direction of the route. Examples include: C-Cardinal, N-Non-cardinal.

NLF ID examples include the following: Interstate 70 in Franklin County: SFRAIR00070**C Township road 104 in Shelby County: TSHETR00104**C

Non-Functional Requirement

Non-functional requirements define the overall qualities or attributes of the resulting system.

Page Screens with pagination

Pavement

One of three types of a paved surface or covering of a street or road, defined as follows:•Asphalt Concrete -Consists of a surface layer, an intermediate course and a base, differentiated by the size of the aggregate used to make the concrete. •Composite -Consists of an asphalt surface, an asphalt intermediate course and sometimes an asphalt base on a Portland cement concrete base which sets on an aggregate base. •Rigid -Consists of a Portland cement concrete surface over an aggregate base.

Pavement Condition Rating

Condition of pavements on road collected and processed by pavement engineering group. It is an attribute within road inventory file.

Perpetuation YearThe calendar year in which a RI event occurs (like new constructions, abandoning of roads, annexations, increase in speed limit etc.) on a roadway and is recorded in ODOT’s RI database. Aka ‘Perp Year’

Project Identification Number

The number assigned to the project in the Ellis Application.

Project Manager (PM) Responsible for ensuring the project team completes the project. Responsibilities include: communication, risk management, escalation of issues that cannot be resolved in the team and managing the triple constraint for projects, which are cost, time and quality (scope).

Project Sponsor Authorizes the project and is involved in the project from initiation to project end.Project Stakeholder Entities within or outside an organization which sponsor a project, or have an interest or a gain upon a successful completion the

project.Quality Assurance (QA) Process for testing the software/hardware of information technology systems to assure that the systems function as required. Regional Planning Commission (RPC)

A local agency mandated under state and federal laws to conduct studies and develop plans for transportation, housing, zoning, economic development, and other issues in metropolitan areas or regions that will guide unified development and eliminate duplicate and overlapping planning efforts.

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Project Team Includes everyone involved in the project.Release A build that results in a version of the application being delivered by the development organization to the customer organization.Report Output of specified data in a standardized format to be printed or viewed on screen.Requirement A documented statement defining a function of a system or its component.Risk Anything significant potential cause for project failure.Road Inventory (RI) Road Inventory – is a compilation of information about attributes and condition of a roadway system/network.Road Inventory Management System (RIMS)

Roadway Inventory Management System, this is a project developed in-house by NDOT intent on creating an accurate state highway system. The original intent was to use the system as a reference for PMS data, but the general-purpose nature of the system indicates that the use could be expanded to include all NDOT divisions. The off-system roads are not part of this system.

Roadway That portion of a highway improved, designed, or ordinarily used for vehicular travel, except the berm or shoulder.Roughness Identifies the quality of a surface topography. It is an attribute within road inventory file.Scalability The degree to which the system can scale, such as, can handle more simultaneous users or clients, can store more information in

its databases.Scenic Byway A road, transit line, pedestrian walkway, bike path or other corridor designated by ODOT as a State Scenic Byway under the

Ohio Byway Program, which was developed in response to the U.S. Department of Transportation’s National Scenic Byway Program.

Scope A constraint definition intended for sizing an IT project for scheduling, costing, and resourcing support.Scope Creep The condition that occurs when stakeholders attempt to tack on additional requirements and functionality to a system that has a

defined scope, which results in the increase of scope, with negative impact to schedule, cost, and resources.Screen System display of user interface within the application.Security The degree to which an application protects itself from unauthorized access or modification. Security involves enforcing access

control, ensuring communication integrity, encryption and decryption, identification, and authentication.Software Delivery Lifecycle (SDLC)

The beginning to end process of planning, defining, designing, building, testing, and deployment of software, which may repeat.

Segment This is one instance of a Roadway Network feature class. It is one physical geometric element that is a component of a Road.Segment Section of a roadway determined by a beginning log point and ending log point.Segment ID This is a unique ID that identifies a segment.

SegmentationThe process of logically dividing a roadway into smaller pieces. Segmentation can vary based on the needs of different ODOT business functions such as Pavement Engineering or Traffic Planning.

Spatial DataData or information that identifies the geographic location of features and boundaries on Earth, such as natural or constructed features like roads, and more. Spatial data is usually stored as coordinates and topology, and is data that can be mapped.

SprawlAlso known as urban sprawl, it is characterized by low density, automobile dependent development on the fringe of urban areas where the percentage growth in land space is significantly higher than the percentage growth in population.

State Highway A highway established by law as part of the State highway system and under ODOT jurisdiction outside the limits of municipal

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corporations.State Road A road on the State highway system.State Route Every highway designated and marked with an official State route number.Statement of Work (SOW) A contract between client and vendor.

Statewide Transportation Plan

Known as ACCESS OHIO in Ohio, it is a long-range planning document that identifies future statewide transportation needs, formulates policies, goals, and strategies for addressing identified needs and produces a financially constrained and viable program of intermodal and multimodal projects, facilities, and activities that, when implemented, function as an integrated transportation system.

Subject Matter Expert (SME)

Has a strong understanding of the business process and need. Assists in detailing out the requirements and performs users acceptance testing.

Supra1x Mainframe database in DoITTester A quality assurance resource involved in the project who tests the application, usually with guidance from the QA lead.

TierA major horizontal collection of hardware components in a layered hardware architecture. Each tier typically communicates only with the tiers immediately above and below it. For example, a 4-tier hardware architecture may consist (top to bottom) of a client tier, a web-server tier, an application server tier, and a database server tier.

Turnpike Data Data pertaining to TurnpikesTwo/Three Decimal Validation

Validations on RI data based on 1/100th or 1/1000th of a mile logs.

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AcronymsThe Acronyms list is a reference for acronyms used within the requirements and their meaning.

Acronym DefinitionAASHTO American Association of State Highway and Transportation OfficialsAADT Annual Average Daily TrafficADE Agency Developed ElementsADT Average Daily TrafficATR Automatic traffic recorderB4C Before Conversion – files that are generated by IT, used for BTRS conversion weekend to update the GQL modelsBA Business AnalystBME Bridge Management ElementsBTRS Base Transportation Referencing SystemDoIT Division of Information TechnologyFCM Fracture Critical Member (Steel Test)EPA Environmental Protection AgencyFHWA Federal Highway AdministrationFY Fiscal YearGIS Geographic Information SystemGQL Graphical Query languageGUI Graphical User InterfaceHPMS Highway Performance Monitoring SystemLRS Linear Referencing System.MPO Metropolitan Planning OrganizationNBE National Bridge ElementsNBI National Bridge InventoryNHS National Highway SystemNLFID Network Linear Feature IdentifierPM Project ManagerQA Quality AssurancePM Project Manager or Program ManagerPMO Project Management OfficeRPC Regional Planning Commission

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RI Road InventoryRIMS Road Inventory Management SystemSDLC Software Delivery LifecycleSME Subject Matter ExpertSOW Statement of Work

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bridge application rfp appendix · web view(405) approach slab length keep inventory deck 406...

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