Section 14 Bridge Plan Standards and Organization › divisions › engineering › structures › ... · 2008-08-23 · January 2008 14-1 Section 14 Bridge Plan Standards and Organization

January 2008 14-1

Section 14 Bridge Plan Standards and Organization

14.1 Overview

The responsibility of the bridge plan reviewer is to ensure that all of the information required to construct the subject structure is included in the bridge plans. In order to do this job quickly and efficiently, it is important that information be presented in the same manner and in the same location within each set of bridge plans. Therefore, it is imperative that all bridge plans follow the same basic detailing standards and organization.

14.2 Project Work File Initiation

A project shall begin with the creation of a work file. In this file (PIN#(a-z)l_wk3.dgn) the initial layout and drafting of structural elements shall be done. For a detailed list of all elements required for Preliminary Plans, see Chapter 3 (Appendix 3F) of this manual. After the Structures preliminary approval process a new work file shall be created (PIN#(a-z)b_wk3.dgn) for final design. These files may consist of, but are not limited to:

C Three Dimensional Abutments C Three Dimensional Piers C Three Dimensional Earthwork sheets C Framing Plan C Superstructure Slab C Approach Slabs C Railing Layout

These bridge components shall be drawn in the work file in their coordinated location using the State Plane Coordinate System. These files should then be referenced to create the final bridge plans.

14.3 Detailing Standards

14.3.1 CADD Standards and Procedure Manual

The CADD Standards and Procedure Manual should be considered a companion document to this chapter. Plans shall be prepared consistent with the CADD Standards and Procedure Manual and Appendix 14 of the Project Development Manual to ensure a quality product, legibility and standard electronic data. Plans shall be prepared to ensure legibility of ledger size copies provided to reviewers during the project development process and to potential bidders at the time of plan sales.

NYSDOT Bridge Manual

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14.3.2 Bridge Detail (BD) Sheets

Bridge Detail (BD) Sheets are provided to assist in bridge plan standardization. These sheets serve as a guide in the preparation of the contract plans and may be accessed in CADD format through Projectwise or in PDF format through the DOT website.

14.3.3 Title Blocks

Care should be taken to ensure consistency in the TITLE BLOCKS of all sheets within a set of plans, including multiple bridge projects. Most Title Block information is filled out using the Plan Sheet and/or Project Attributes in Projectwise. For detailed descriptions of these attributes refer to Table 9-4 (Plan Sheet) and Table 9-5 (Project) in Chapter 9 of the CADD Standards and Procedure Manual.

The bridge label featured in the LOWER TITLE BLOCK should be shown like this (format may be varied because of space constraints):

FEATURE CARRIED OVER

FEATURE CROSSED

14.3.4 Scales and Scale Bars

Refer to Chapter 5 of the CADD Standards and Procedure Manual for a discussion of scales. Scale bars shall be provided for larger scale drawings that are site oriented such as the General Plan and Elevation, General Subsurface Profile and earthwork and embankment plans. Scale bars shall not be shown on roadway profiles.

All details that are drawn proportionally shall be fully dimensioned and shall not display a numeric scale or scale bar. Any drawings intentionally drawn not to scale shall be labeled “NOT TO SCALE” and shall be fully dimensioned. The following note shall be included on the General Notes sheet:

Details on the drawings labeled as “not to scale” are intentionally drawn not to scale for visual clarity. All other details for which no scale is shown are drawn proportionally and are fully dimensioned.

Bridge Plan Standards and Organization

April, 2006 14-3

The following are suggested scales (based on full D-sized sheets) to be used by detailers in the preparation of contract plans:

Preliminary Plan 1:250 Abutments Plan and Elevation 1:25 (Ideal) No smaller than 1:40 Reinforcement 1:25 (Ideal) No smaller than 1:40 Piers Plan and Elevation 1:25 (Ideal) No smaller than 1:40 Reinforcement 1:25 (Ideal) No smaller than 1:40 Transverse Section 1:25 Railings 1:10 Bearings 1:10 Superstructure Slab 1:75, 1:100 Prestressed Concrete 1:25, 1:40 Excavation Plans 1:75, 1:100 Sections 1:50, 1:75 Approach Slabs 1:40 Steel Framing Plan 1:75, 1:100 Girder Elevations Not to scale Joints Not to scale

14.3.5 Dimension and Table Value Rounding

The following is presented as a guideline to rounding dimensions and table values on the contract plans:

Concrete Nearest 5 mm Steel Nearest 1 mm Reinforcement Length Nearest 10 mm Stations Nearest 5 mm Elevations Nearest 5 mm Camber Table Nearest 1 mm Haunch Table Nearest 5 mm Design Load Table Nearest .01 kN/M Moment Table Nearest 1 kN-M Shear Table Nearest 1 kN


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14.4 Bridge Plan Organization

Bridge plans drawings are to be numbered ST-1, ST-2, ST-3, etc. If there is more than one structure in a contract, use ST1-1, ST1-2; ST2-1, ST2-2; ST3-1, ST3-2, etc. The bridge plans shall, as closely as possible, follow the order and content specified below. As a guide to the reviewer, a specific checklist has been provided in Appendix 14A.

General Plan and Elevation General Sections and Roadway Profile Estimate of Quantities and Notes Boring Location and General Subsurface Profile Excavation and Embankment Details Beginning Abutment Plan and Elevation Beginning Abutment Pile Layout and Footing Reinforcement Plan Beginning Abutment Reinforcement Plans Beginning Abutment Sections and Details Pier 1 Plan, Elevation and Sections Pier 1 Pile Layout and Footing Reinforcement Plan Pier 1 Reinforcement Plans, Sections, and Details (Subsequent upstation piers shall be numbered sequentially and shall follow the same sheet order as the first pier.) Ending Abutment Plan and Elevation Ending Abutment Pile Layout and Footing Reinforcement Plan Ending Abutment Reinforcement Plans Ending Abutment Sections and Details

Steel Superstructures:

Transverse Section Framing Plan Girder Elevation and Sections Camber, Haunch, Moment and Shear and Load Tables Miscellaneous Steel Details

Prestressed Concrete Bulb Tee and I-Beams:

Transverse Section Framing Details Girder Elevation and Sections Beam Details and Tables Miscellaneous Prestress Bulb Tees and I-Beam Details


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Prestressed Concrete Box Beams and Slab Units:

Transverse Section Beam Layout Beam Details and Design Load Table Miscellaneous Concrete Details Superstructure Reinforcement Plan Approach Slab Reinforcement Railing Layout Bearing Details Joint System Plan and Sections Miscellaneous Details Railing / Barrier/Screening Details Structural Slab Optional Forming Systems Bar Bending Diagrams Bar List(s)

GENERAL PLAN AND ELEVATION

This drawing shall include a general overview of the entire structure in plan and elevation. The sheet shall include a LOAD RATING TABLE for the structure. If possible, an index of all sheets included in the bridge plans should be placed on this sheet. If the index does not fit on this sheet, it should be placed on the next sheet with space available. If the structure is over a stream, a HYDRAULICS DATA TABLE is required. If the structure contains a curved alignment, a HORIZONTAL CURVE DATA TABLE is required.

GENERAL SECTIONS AND ROADWAY PROFILE

This drawing shall include the TGL PROFILE of the project roadway. This drawing also includes a TYPICAL BRIDGE SECTION that shows the superstructure type, cross-slopes and land and shoulder width, typical sections at approach to the structure, and any additional profiles which may affect the project. The typical highway section shown on the preliminary bridge plan may be removed. Any details that do not fit on the GENERAL PLAN AND ELEVATION may be shown here. For varying cross-slopes a BANKING TRANSITION DIAGRAM shall be shown.

ESTIMATE OF QUANTITIES AND NOTES

This drawing shall include the ESTIMATE OF QUANTITIES table. This table shall include an item number, a description of that item, the units of measurement, the engineer's estimate and a space for the actual quantity used in the field to be filled in by the EIC. It is not necessary to list all the pay items contained in the bridge fiscal share in this table. Overhead items such as mobilization, survey and stakeout, Maintenance and Protection of Traffic, construction signs, etc. do not need to be included. This drawing shall include all standard notes that pertain to the bridge in general. To eliminate confusion in the field, these standard notes must be checked to insure that they pertain to the specific structure.


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BORING LOCATION PLAN AND GENERAL SUBSURFACE PROFILE

This drawing shows the location of the boring holes and the GENERAL SUBSURFACE PROFILE ELEVATION with sections at the borings and is provided by the Geotechnical Engineering Bureau.

EXCAVATION AND EMBANKMENT DETAILS

This drawing shows the limits for all earthwork items in plan and elevation. Include all sections necessary to clarify complicated or overlapping payable earthwork item limits. A separate sheet may be necessary to include all of these details.

ABUTMENT PLAN AND ELEVATION

This drawing shall show the plan and elevation of the abutment along with any notes required from the Foundation Design Report (FDR). A CONCRETE TABLE of estimated concrete volumes, broken down by placements, shall be shown here.

ABUTMENT PILE LAYOUT AND FOOTING REINFORCEMENT PLAN

If the abutment has a pile foundation, this drawing shall include a PILE LAYOUT showing the spacing and batter requirements of the piles. Along with any notes required from the FDR. This drawing shall also include a FOOTING REINFORCEMENT PLAN showing all reinforcement size and spacing. Bridges on spread footings do not need this sheet.

ABUTMENT REINFORCEMENT PLANS

If the abutment has a pile foundation, this drawing shall include a STEM REINFORCEMENT PLAN, a BACKWALL REINFORCEMENT PLAN and, in the case of bridges with expansion joints, a HEADER REINFORCEMENT PLAN. Bridges on spread footings shall include the FOOTING REINFORCEMENT PLAN on this sheet.

ABUTMENT SECTIONS AND DETAILS

This drawing shall include enough sections through the abutment and wingwalls to clearly define where the reinforcement is located. This drawing could also include the PEDESTAL PLAN, PEDESTAL ELEVATION, ANCHOR BOLT LAYOUT and PEDESTAL HOOP TABLE. The WINGWALL ELEVATION details could be shown here, or on any previous abutment sheet with room. For overly long or tall wingwalls, a separate sheet may be necessary to detail them completely.

PIER PLAN AND ELEVATION

If the bridge contains a pier, this drawing shall show the plan and elevation of the pier at as large a scale as possible, along with any notes required in the FDR. A section through the pier is usually shown on this sheet to show the general reinforcement in the pier. A CONCRETE TABLE of estimated concrete volumes, broken down by placements, shall be shown here.


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PIER PILE LAYOUT AND FOOTING REINFORCEMENT PLAN

If the pier has a pile foundation, this drawing shall include a PILE LAYOUT showing the spacing and batter requirements of the piles along with any notes required in the FDR. This drawing shall also include a FOOTING REINFORCEMENT PLAN showing all reinforcement size and spacing. Piers on spread footings do not need this sheet.

PIER REINFORCEMENT PLANS, SECTIONS, AND DETAILS

If the pier is on a spread footing, this drawing shall include a FOOTING REINFORCEMENT PLAN. Plinth and crash wall details, if required, should be shown here. This drawing should include sections through the columns and capbeam at enough locations to clearly define where the reinforcement is located. This drawing could also include the PEDESTAL PLAN, PEDESTAL ELEVATION, ANCHOR BOLT LAYOUT and PEDESTAL HOOP TABLE.

TRANSVERSE SECTION

This drawing shall include the TRANSVERSE SECTION which includes details of the types of diaphragms used, superstructure reinforcement, transverse limits of sawcut grooving and the structural slab. A FASCIA DETAIL showing the interaction between the fascia reinforcement and the railing or barrier anchorage should be shown.

Any details required to clarify the diaphragms, lateral bracing or connection details should be shown on this sheet.

FRAMING PLAN

This drawing shall show the centerline of bearings station, centerline of each beam, the beam azimuths, the location and spacing of each type of diaphragm and, if required, lateral bracing.

GIRDER ELEVATION AND SECTIONS

For steel superstructures, the GIRDER ELEVATION shall include beam size or plate size call outs, shear stud connectors, bearing stiffeners and connection plate details. This drawing shall also include GIRDER SECTIONS through the beam showing all of the connected plates and their connection details.

For prestressed I-beam superstructures, this sheet shall include the BEAM SECTION showing the cross sectional dimensions of the beam, prestress strand layout, PLAN VIEW showing the span lengths, overhang of the beam over the centerline of bearings and an overall length dimension. Also shown is a BEAM ELEVATION showing placement of reinforcement and an I-BEAM REINFORCEMENT TABLE.

CAMBER, HAUNCH, MOMENT AND SHEAR AND DESIGN LOAD TABLES

For steel and prestressed I-beam superstructures, this drawing should include the CAMBER TABLE, HAUNCH TABLE, MOMENT AND SHEAR TABLE and the DESIGN LOAD TABLE. A separate sheet may be necessary to include all of these tables.


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MISCELLANEOUS STEEL/PRESTRESS I-BEAM DETAILS

This drawing should include any standard detail that pertains to the superstructure chosen. For steel beams these may include, but are not limited to, the following: SAFETY HANDRAIL, DRIP BAR DETAIL, DRIP GROOVE DETAIL, GIRDER HAUNCH DETAIL, FLANGE THICKNESS TAPER, STUD SHEAR CONNECTOR DETAIL and FLANGE WIDTH TAPER AT ABUTMENTS. For prestressed I-beams these may include, but are not limited to the following: ANCHOR DOWEL DETAIL and PRECAST DIAPHRAGM FORMS.

BEAM LAYOUT (Prestressed box beams and slab units only)

This drawing shall show the centerline of bearings, beam numbers and their layout, the beam azimuths, transverse tendon location, the location and spacing of the diaphragms.

BEAM DETAILS AND DESIGN LOAD TABLE (Prestressed box beams and slab units only)

This drawing should include a BEAM PLAN showing the voids, diaphragms and transverse tendon location. A BEAM REINFORCEMENT PLAN shows the plan of the reinforcement in the beam. A BEAM REINFORCEMENT ELEVATION shows the side view of the reinforcement in the beam. A table showing the bar types and size used in the beam should be shown here. Sections through the beam should be shown at enough locations to properly show the reinforcement and voids in the beam. A DESIGN LOAD TABLE shall be shown here.

MISCELLANEOUS CONCRETE DETAILS (Prestressed box beams and slab units only)

This drawing should include any standard detail that pertains to the superstructure chosen. These may include, but are not limited to, the following: TRANSVERSE TENDON SECTION AND ELEVATION, SLAB UNIT SHEAR KEY DETAIL, DRIP GROOVE DETAIL, DAP DETAIL, BLANKETING STRANDS DETAIL, and BARRIER BAR LOCATION PLAN AND SECTION.

SUPERSTRUCTURE REINFORCEMENT PLAN

This drawing shall include the SLAB REINFORCEMENT PLAN and, in the case of continuous superstructures, the appropriate CONTINUOUS DECK SLAB PLACEMENT DETAIL showing the sequence and lengths of concrete placements for the deck. A CONCRETE TABLE should also be included that shows the estimated square footage of the deck slab and sawcut grooving.

APPROACH SLAB

This drawing shall include the APPROACH SLAB REINFORCEMENT PLAN. A CONCRETE TABLE that gives the estimated square area (sq. m) of the approach slabs and sawcut grooving should also be shown. Slab details shall be labeled BEGINNING APPROACH SLAB or END APPROACH SLAB.

RAILING LAYOUT

The RAILING LAYOUT PLAN shall be shown here or on any previous sheet with room.


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BEARINGS

This drawing should include all of the details required for the bearing manufacturer to produce acceptable bearings to be used on the project. If the bearings consist of plain rubber pads or elastomeric bearings without masonry plates, as used with prestressed box beams and slab units, then they can be detailed on the MISCELLANEOUS CONCRETE DETAILS SHEET.

JOINT SYSTEM

This drawing should show all of the details required for the joint manufacturer to produce an acceptable expansion joint to be used on the project.

MISCELLANEOUS DETAILS

This drawing should include any standard detail that applies to the project that have not previously been included in the contract plans. These details may include, but are not limited to, the following: SAFETY HANDRAIL, DRIP BAR DETAIL, DRIP GROOVE DETAIL, WATERSTOP DETAIL and KEYWAY DETAIL.

RAILING / BARRIER DETAILS

This drawing shall include enough detail so that the contractor for the project can install the railing/barrier. These details are usually standard sheets but may include details that require modification by the designer.

STRUCTURAL SLAB OPTIONAL FORMING SYSTEMS

This drawing provides the contractor with the option of using a precast forming system instead of removable or permanent corrugated metal forms. This drawing is not used if isotropic deck slab reinforcement is used.

BAR BENDING DIAGRAMS

This drawing depicts all standard bar bending shapes.

BAR LIST(S)

These drawings show the number, size, shape and mass of the reinforcing bars used in the project.


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14.5 Amendment and Field Change Sheets

Occasionally after the Contract Plans have been prepared, it is necessary to supersede or supplement the information given on a particular sheet. Amendment or Field Change sheets are required when a major change in the contract dictates that an original contract sheet be significantly altered or an additional sheet must be added.

Amendment sheets are required when changes occur after the PS&E date and before the Letting. At this phase a new work file shall be created (PIN#(a-z)m_wk3.dgn) and any design changes made in this file. Amendment sheets should then be referenced to the new work file. Subsequently, these sheets should be incorporated into the Contract prior to the Letting by an amendment to the Contract.

Field Change sheets are required when changes occur after the Letting. Field Change sheets are prepared by the designer, field staff, or the Contractor’s engineer and are submitted for approval along with the reason for the changes.

Information and requirements for Amendment sheets are found in Section 21 of the Highway Design Manual. Information and requirements for Field Change Sheets are found in the Manual of Uniform Record Keeping (MURK), Section 109-05.

14.6 Quality Assurance and Electronic Data Transfer

Throughout the structure design and prior to PS&E submittal, it is the responsibility of the Project Engineer/Squad Boss to ensure that all electronic data correspond to the printed plans and meet the standards set in this manual as well as the CADD Standards and Procedure Manual. Subsequent to this review, access to all electronic data associated with a project shall be provided to the Regional Construction Group. Refer to Chapter 2 of the CADD Standards and Procedure Manual.

January, 2008 14A-1

Appendix 14A Contract Plan Review Checklist

The following is a checklist of items that are, at a minimum, to be shown on the contract plans for new structures, if applicable. Special situations may require details in addition to those listed. It is the responsibility of the designer to provide the details that will allow the contractor to complete the project as intended. Superstructure replacement projects should use this checklist, which may need to be modified on a specific project basis.

GENERAL PLAN AND ELEVATION

PLAN

☐ Oriented with over road upstation to the right and centerline at horizontal, if possible ☐ North arrow ☐ Baseline ☐ Station line and Horizontal Control Line (HCL) with azimuths of tangents ☐ PC, PT, TS, ST, SC and CS for station lines on curved alignment within the scope of

the plan ☐ Table of horizontal curve data if necessary ☐ Location of the Theoretical Grade Line (TGL) ☐ Equality stations for intersection of over road and under road, stream or tracks below ☐ Existing substructure and superstructure from existing plans or field survey ☐ Traffic direction on track or highway (i.e., to Syracuse ➩) ☐ Skew angle structure makes with station line for tangent structures; azimuth of

substructures for curved alignments ☐ Centerline of bearing stations and azimuths ☐ Centerline of pier station(s) and azimuths ☐ Location of point of minimum vertical clearance ☐ Actual minimum horizontal clearances ☐ Span lengths and out-to-out bridge width ☐ Lane, shoulder and mall widths for approaches ☐ Limits and type of slope protection ☐ Approach drainage details (gutters/catch basins) ☐ Location of utilities on and off the structure ☐ Location of lighting appurtenance ☐ Sign location if supported on structure ☐ Guide rail/traffic barrier/screening location and type ☐ Section marks for Elevation View ☐ Temporary detour details (if in vicinity of structure) including centerline of alignment

and width ☐ Direction of river/stream flow ☐ Stations of stone filling parallel to stream and roadway


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☐ Bridge begins and ends stations ☐ Length of reinforced concrete approach slab ☐ Approach pavement begins and ends stations ☐ Scupper location and type ☐ Limits of all toe of slopes ☐ Berm location and width ☐ Wingwall angles ☐ Proposed and existing ROW lines

ELEVATION

☐ Approximate existing ground line ☐ Datum elevation line

☐ Slopes of embankments and type of slope protection

☐ Bottom of footing elevations on spread on earth or pile footings

☐ Top of footing elevations and minimum depth of footing if founded on rock ☐ Aesthetic treatments

☐ Guide rail/traffic barrier/screening ☐ Existing and/or proposed utilities

☐ Section under roadway

☐ ℄, station line, HCL, TGL and point of rotation of under roadway

☐ Cross slopes of under roadway

☐ Actual minimum horizontal clearance

☐ Actual minimum vertical clearance over travel lane, usable shoulder, or railroad track

☐ Type and thickness of slope protection

☐ Berm location and width

☐ Stream section; bottom angle width and elevations or reconstruction section

☐ Design High Water (DHW) elevation at ℄ structure

☐ Actual minimum freeboard over DHW ☐ Navigation lights ☐ Track dimensions if railroad is involved ☐ Label expansion and fixed bearings at piers and abutments ☐ Pile type and location ☐ Finished ground line

MISCELLANEOUS

☐ Load Rating Table (LRFR and LFD or ASD) ☐ Hydraulic Data Table

☐ Curve Data Table

☐ Electrical Safety Note

☐ Temporary Structure Design Live Load Note

Contract Plan Review Checklist

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GENERAL SECTIONS AND ROADWAY PROFILE

BRIDGE SECTION

☐ Oriented looking upstation ☐ Widths and cross slopes of pavement ☐ Width and cross slope of sidewalk ☐ Median width ☐ ℄ station line, HCL, TGL and point of rotation ☐ Slab thickness, wearing surface type and thickness ☐ Railing/barrier/screening ☐ Curb type ☐ If steel composite superstructure, show steel studs ☐ If steel superstructure, show girders and spacing ☐ If prestress superstructure, show box beams, slab units, bulb tees or I-beams ☐ If steel or prestress I-beam superstructure, dimension from centerline of fascia

stringer to edge of slab ☐ If prestress box beam or slab unit superstructure, dimension from edge of fascia

beam to edge of wearing surface. ☐ Utilities ☐ Configuration of top of pier

APPROACH SECTIONS

☐ Pavement, curb, sidewalk and shoulder widths ☐ Cross slopes ☐ Transitions (If required) ☐ Median widths and railing/barrier ☐ Transition guide rail and dimensions ☐ ℄, station line, HCL, TGL and point of rotation ☐ Appropriate ditch details ☐ Embankment and/or cut slopes ☐ U-walls

STAGE CONSTRUCTION SECTION

☐ Existing and proposed sections for each stage ☐ Identify removal (dashed) and new construction ☐ Temporary (dashed) and permanent railing or barriers ☐ Temporary lane widths, sidewalks and shoulders/offsets ☐ Cross slopes may be omitted due to space constraints ☐ Closure pour location and width ☐ Horizontal relationship of cut and build lines to ℄ or HCL ☐ Vertical relationship between existing and proposed must be shown accurately ☐ Stage Construction Notes that describe the work done during each stage


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☐ Curb type and height ☐ ℄ or HCL, station line, TGL, and point of rotation ☐ Any required temporary support ☐ A Staging Plan View may be needed to convey staging strategy

LONGITUDINAL SECTION FOR CULVERTS/THREE SIDED STRUCTURES

☐ ℄, station line, HCL, TGL and point of rotation ☐ Curb types, guide rail and dimensions

☐ Widths and cross slopes of pavement and sidewalk

☐ Pavement and shoulder types

☐ Earth cover ☐ Waterproof membrane details

☐ Stationing of culvert ☐ Slope of invert and top of culvert ☐ Clear height of culvert ☐ Direction of flow

☐ Utilities

☐ Cutoff wall ☐ Invert and headwall elevations

☐ Apron type, depth and length

☐ Foundation details

☐ Additional requirements may be found in Section 19.6.1 of the Highway Design Manual

PROFILES

☐ PVI station, elevation, middle ordinate and sight distance ☐ Show grade lines and percentage grade

☐ Length of vertical curves

☐ Station ordinate line

☐ Show ordinate for centerline of improvement and intersecting station

☐ Banking diagram (expanded diagram if significant variance in cross slopes)

EXPANDED BANKING DIAGRAM

☐ See Figure 2.12 ☐ Stations should increase from bottom to top ☐ Show lanes and shoulders ☐ Stations at normal crown, high side level, reverse crown and full bank ☐ Stations at ℄ bearings and end of approach slabs ☐ ℄ or HCL, TGL and point of rotation


April, 2006 14A-5

ESTIMATE OF QUANTITIES AND NOTES

☐ Index of contract plans ☐ Estimate of quantities table • Item number • Description of item • Units of measurement • Engineer’s estimate • Space for actual quantity ☐ Applicable general notes ☐ Applicable substructure notes ☐ Applicable superstructure notes ☐ Prestressed concrete notes ☐ Conservation notes ☐ Foundation notes ☐ Special requirement notes ☐ Railroad maintenance notes ☐ Construction procedure for unusual conditions ☐ Notes for removing existing substructure and superstructure ☐ Maintenance table or description of maintenance responsibility (Important on EGC

and RR Law projects)


14A-6 January, 2008

EXCAVATION AND EMBANKMENT DETAILS

☐ Legend of earthwork symbols used on the drawing ☐ Embankment notes

PLAN

☐ North arrow ☐ Centerline bearing stations ☐ Centerline pier station(s) (If required) ☐ Station line ☐ Outline of new and existing substructures ☐ Limits of removal items ☐ Limits of earthwork items ☐ Limits of cofferdams (if required) ☐ Limits of sheeting (if required) showing embedment depth ☐ Location of underground utilities

ELEVATION

☐ Outline of new and existing abutments ☐ Bottom of footing elevations, or if spread footings on rock, top of footing elevations ☐ Limits of removal items ☐ Limits of earthwork items ☐ Any sections required to clarify any complicated or overlapping removal or earthwork

limits ☐ Detail of underdrain filter shown on this sheet


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ABUTMENT PLAN AND ELEVATION

☐ Concrete Table of placement numbers and volume estimates ☐ Allowable soil bearing pressure for spread footings

PLAN

☐ North arrow ☐ Plan outline of the abutment and wingwalls ☐ Station line ☐ Tangent azimuth of station line at the centerline of bearings ☐ Centerline of bearing station, and Bridge Begins or Ends station ☐ Azimuth of centerline of bearings ☐ Skew angle ☐ Azimuth of stringers or angle stringers make with centerline of bearings ☐ Center to center spacing of the centerline of the beams measured perpendicular to

the beam azimuth ☐ Center to center spacing of the centerline of the beams measured along the

centerline of bearings azimuth and tied to a working line ☐ Girders numbered ☐ Pedestal widths and anchor bolt layout ☐ Waterstops labeled ☐ Keyway between wingwalls and abutment stem ☐ All dimensions and angles required to construct the abutment and wingwalls tied to

the centerline of bearings and station line ☐ Expansion, construction or contraction joints labeled and tied down to working line ☐ Anchor bolt location, description, dimensions, size and length of embedment ☐ High point on backwall dimension tied to working line ☐ Wash requirements of bridgeseat

ELEVATION

☐ Pours labeled ☐ Weep holes (if required) ☐ Sleeve openings for utilities (if required) ☐ High point on backwall elevation ☐ All elevations required to construct the abutment and wingwalls ☐ Wash requirements of bridgeseat


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ABUTMENT PILE LAYOUT AND FOOTING REINFORCEMENT PLAN

☐ North arrow ☐ Any notes required from the FDR

PILE LAYOUT

☐ Outline of footing plan ☐ Station of intersection of the centerline of bearings and station line ☐ Tie the pile spacing to the intersection of the centerline of bearings and station line ☐ Show pile batter and location of battered piles ☐ Splice detail ☐ Reinforced tip for steel piles detail ☐ Reinforcement details for concrete piles ☐ Allowable load on piles ☐ Estimated pile length ☐ Pile cut off elevation ☐ Number all piles and include table for actual driven length

FOOTING REINFORCEMENT PLAN

☐ Outline of footing ☐ All applicable bar marks (epoxy (E), galvanized (G), stainless steel clad (C), solid

stainless steel (S)) of all bars totally contained in or originating in the footing ☐ Cover to exposed faces ☐ Laps to other bars ☐ Indicate if a bar is lapped to a bar with a different bar mark ☐ Spacing of reinforcement tied down to an exposed face ☐ Seismic reinforcement details


April, 2006 14A-9

ABUTMENT REINFORCEMENT PLANS

STEM REINFORCEMENT PLAN

☐ Outline of stem ☐ All applicable bar marks (epoxy (E), galvanized (G), stainless steel clad (C), solid

stainless steel (S)) of all bars totally contained in the stem except bars extending into the pedestal

☐ Cover to exposed faces ☐ Lap lengths to other bars ☐ Indicate if a bar is lapped to another bar with a different bar mark ☐ #25 bars @ 150 mm or 200 mm at top of bridge seat ☐ Spacing of reinforcement tied down to an exposed face ☐ Seismic reinforcement details

BACKWALL AND WINGWALL REINFORCEMENT PLAN

☐ Outline of backwall and wingwalls ☐ All applicable bar marks (epoxy (E), galvanized (G), stainless steel clad (C), solid

stainless steel (S)) of all bars totally contained in or originating in the backwall and wingwall

☐ Cover to exposed faces

☐ Lap lengths to other bars ☐ Indicate if a bar is lapped to another bar with a different bar mark

☐ Spacing of reinforcement tied down to an exposed face

☐ Header blockout for bridges with joint systems (if required) ☐ Approach slab blockout for bridges with jointless details (if required) ☐ Seismic reinforcement details

HEADER REINFORCEMENT PLAN

☐ Outline of header ☐ All applicable bar marks (epoxy (E), galvanized (G), stainless steel clad (C), solid

stainless steel (S)) of all bars totally contained in the header ☐ Cover to exposed faces ☐ Lap lengths to other bars ☐ Indicate if a bar is lapped to another bar with a different bar mark ☐ Spacing of reinforcement tied down to an exposed face ☐ Seismic reinforcement details


14A-10 April, 2006

ABUTMENT SECTIONS AND DETAILS

DETAILS SHEET

☐ Outline of abutment at section ☐ Pour numbers ☐ All applicable bar marks (epoxy (E), galvanized (G), stainless steel clad (C), solid

stainless steel (S)) ☐ Cover to exposed faces ☐ Lap lengths to other bars ☐ Spacing of reinforcement tied down to an exposed face ☐ Seismic reinforcement details ☐ Bottom and top of footing elevations (if footing shown) ☐ Pile size and type (if on piles) ☐ Pile cutoff elevation (if on piles) ☐ Weep hole location ☐ Filter fabric for weep hole (not required if prefabricated composite structural is used) ☐ Wash requirements of bridge seat ☐ Wingwall elevation details

PEDESTAL PLAN

☐ Outline of pedestal ☐ Pour numbers ☐ All applicable bar marks (epoxy (E), galvanized (G), stainless steel clad (C), solid

stainless steel (S)) ☐ Cover to exposed faces ☐ Spacing of reinforcement tied down to an exposed face ☐ Embedment length of bars ☐ Seismic reinforcement details ☐ Wash requirements of bridge seat ☐ Pedestal Elevation ☐ Pedestal Hoop Table

ANCHOR BOLT LAYOUT

☐ Outline of pedestal ☐ Outline of masonry plate ☐ Anchor bolt size and embedment length ☐ Centerline of bearings ☐ Wash of pier top ☐ Chamfer shown and dimensioned ☐ Centerline of beam ☐ All dimensions necessary to set the anchor bolts tied to the centerline of bearings

and the centerline of beam


April, 2006 14A-11

PIER PLAN AND ELEVATION

☐ North arrow ☐ Concrete Table of pour numbers and volume estimates ☐ Allowable soil bearing pressure for spread footings

PLAN

☐ Plan outline of the pier ☐ Station line ☐ Tangent azimuth of station line at the centerline of bearings ☐ Centerline of bearing station ☐ Azimuth of centerline of bearings ☐ Skew angle ☐ Azimuth of stringers or angle stringers make with centerline of bearings ☐ Center to center spacing of the centerline of the beams measured perpendicular to

the beam azimuth ☐ Center to center spacing of the centerline of the beams measured along the

centerline of bearings azimuth and tied to a working line ☐ Girders numbered ☐ Pedestal widths ☐ All dimensions required to construct the pier tied to the centerline of bearings and

station line ☐ Expansion, construction or contraction joints labeled and tied down to working line ☐ Anchor bolt location, description, dimensions, size and length of embedment ☐ Wash requirements of pier cap

ELEVATION

☐ Outline of the pier ☐ Pours labeled ☐ Column spacing ☐ All applicable bar marks (epoxy (E), galvanized (G), stainless steel clad (C), solid

stainless steel (S)) ☐ Cover to exposed faces ☐ Lap lengths to other bars ☐ Indicate if a bar is lapped to another bar with a different bar mark ☐ Spacing of reinforcement tied down to an exposed face ☐ Seismic reinforcing details ☐ All elevations required to construct the pier ☐ Wash requirements of pier cap


14A-12 April, 2006

SECTION

☐ Outline of section ☐ All applicable bar marks (epoxy (E), galvanized (G), stainless steel clad (C), solid

stainless steel (S)) ☐ Cover to exposed faces ☐ Lap lengths to other bars ☐ Indicate if a bar is lapped to another bar with a different bar mark ☐ Spacing of reinforcement tied down to an exposed face ☐ Seismic reinforcing details ☐ All elevations required to construct the pier ☐ Wash requirements of pier cap ☐ Keyway between footing and column/plinth/pier stem


April, 2006 14A-13

PIER PILE LAYOUT AND FOOTING REINFORCEMENT PLAN

☐ North arrow

PILE LAYOUT

☐ Outline of footing plan ☐ Station of intersection of the centerline of bearings and station line ☐ Tie the pile spacing to the intersection of the centerline of bearings and station line ☐ Show pile batter and location of battered piles ☐ Splice detail (if not shown on abutment sheets, otherwise reference where detail is

located) ☐ Reinforced tip for steel piles detail (if not shown on abutment sheets, otherwise

reference where detail is located) (per FDR) ☐ Reinforcement details for concrete piles (if not shown on abutment sheets,

otherwise reference where detail is located) ☐ Allowable load on piles (per FDR) ☐ Estimated pile length (per FDR) ☐ Pile cut off elevation ☐ Number all piles and include table for actual driven length (per FDR)

FOOTING REINFORCEMENT PLAN

☐ Outline of footing ☐ All applicable bar marks (epoxy (E), galvanized (G), stainless steel clad (C), solid

stainless steel (S)) of all bars totally contained in or originating in the footing ☐ Cover to exposed faces ☐ Laps to other bars ☐ Indicate if a bar is lapped to a bar with a different bar mark ☐ Spacing of reinforcement tied down to an exposed face ☐ Seismic reinforcement details


14A-14 April, 2006

PIER REINFORCEMENT PLANS AND DETAILS

☐ North arrow ☐ Welded reinforcing bar splice detail (If spiral reinforcement requires)

SOLID PIER

☐ Outline of solid pier ☐ All applicable bar marks (epoxy (E), galvanized (G), stainless steel clad (C), solid

stainless steel (S)) of all bars totally contained in or originating in the pier stem except the bars extending into the pedestals

☐ Cover to exposed faces ☐ Lap lengths to other bars ☐ Indicate if a bar is lapped to another bar with a different bar mark ☐ Spacing of reinforcement tied down to an exposed face ☐ Seismic reinforcement details

PLINTH

☐ Outline of plinth ☐ All applicable bar marks (epoxy (E), galvanized (G), stainless steel clad (C), solid

stainless steel (S)) of all bars totally contained in or originating in the plinth ☐ Cover to exposed faces ☐ Lap lengths to other bars ☐ Indicate if a bar is lapped to another bar with a different bar mark ☐ Spacing of reinforcement tied down to an exposed face ☐ Seismic reinforcement details

CAP BEAM DETAILS

☐ Outline of cap beam in plan and elevation ☐ All applicable bar marks (epoxy (E), galvanized (G), stainless steel clad (C), solid

stainless steel (S)) of all bars totally contained in or originating in the cap beam except the bars extending into the pedestals

☐ Cover to exposed faces ☐ #25 @ 150 mm centers on top of cap beam ☐ Lap lengths to other bars ☐ Spacing of reinforcement tied down to an exposed face ☐ Seismic reinforcement details


April, 2006 14A-15

ANCHOR BOLT LAYOUT

☐ Outline of pedestal ☐ Outline of masonry plate ☐ Anchor bolt size and embedment length ☐ Centerline of bearings ☐ Wash of pier top ☐ Chamfer shown and dimensioned ☐ Centerline of beam ☐ All dimensions necessary to set the anchor bolts tied to the centerline of bearings

and the centerline of beam

PEDESTAL PLAN

☐ Outline of pedestal ☐ Pour numbers ☐ All applicable bar marks (epoxy (E), galvanized (G), stainless steel clad (C), solid

stainless steel (S)) ☐ Cover to exposed face ☐ Embedment length of bars ☐ Spacing of reinforcement tied down to an exposed face ☐ Seismic reinforcement details ☐ Wash requirements of pier cap ☐ Pedestal elevation ☐ Pedestal Hoop Table


14A-16 January, 2008

TRANSVERSE SECTION (Steel Superstructures)

TRANSVERSE SECTION

☐ Overall width of structure ☐ TGL and Station line/HCL ☐ Limits of structural slab item ☐ Limits of sawcut grooving ☐ Limits of protective sealing ☐ Travel lane widths ☐ Shoulder widths ☐ Usable shoulder to fascia dimension ☐ Cross slopes ☐ Crown of roadway ☐ Concrete structural slab thickness ☐ All applicable bar marks (epoxy (E), galvanized (G), stainless steel clad (C), solid

stainless steel (S)) of all bars totally contained in the slab ☐ Cover to exposed faces ☐ Lap lengths to other bars ☐ Indicate if a bar is lapped to another bar with a different bar mark ☐ Spacing of slab reinforcement tied down to an exposed face ☐ Beams numbered ☐ Beam spacing dimensioned ☐ Typical diaphragms ☐ Stud shear connectors (if required) ☐ Overhang lengths dimensioned ☐ Railing/barrier/screening ☐ Utilities

FASCIA DETAIL

☐ Railing/barrier/fencing shown but not dimensioned (to be shown on the Railing/ barrier/fencing sheets)

☐ All applicable bar marks (epoxy (E), galvanized (G), stainless steel clad (C), solid stainless steel (S)) of all bars totally contained in the slab

☐ Cover to exposed faces ☐ Lap lengths to other bars ☐ Indicate if a bar is lapped to another bar with a different bar mark ☐ Spacing of slab reinforcement tied down to an exposed face ☐ Careful indication of relationship between reinforcement and railing anchorage ☐ Drip groove between the anchor bolts for railing ☐ Slab depth dimensioned ☐ Fascia depth dimensioned ☐ Overhang dimensioned


January, 2008 14A-17

DIAPHRAGMS

☐ Each diaphragm type numbered sequentially with D1 being the end diaphragms. ☐ Show all diaphragm types in the transverse section. If more detail is needed, show a

separate detail. ☐ All angles labeled

☐ All members labeled

☐ Proper weld symbols

☐ Weld length measured along the side of the angle that has the shortest lap length

☐ Gusset plate thicknesses

☐ Connections plate shown and labeled

☐ Number and size of bolts ☐ Place parallel to the skew angle for skews 20° and less

☐ Place perpendicular to the girders for skews over 20°

END DIAPHRAGM - Conventional Abutment

☐ WT section used as top member and labeled ☐ All angles labeled ☐ Proper weld symbols ☐ Weld length measured along the side of the angle that has the shortest lap length ☐ Gusset plate thicknesses ☐ Bearing stiffener shown and labeled ☐ Concrete slab haunched down on the top member ☐ Bottom lateral gusset plate (verify clearance to bearing/sole plate)

END DIAPHRAGM - Integral Abutment

☐ Small channel section used to connect the tops of the beams ☐ Connection plate shown and labeled

FASCIA DIAPHRAGM

☐ Outstanding leg of top strut shown away from the slab ☐ Angles labeled



☐ Gusset plates thicknesses

☐ Connection plates shown and labeled

☐ Bottom lateral gusset plate (if required)



INTERMEDIATE DIAPHRAGMS

☐ Top strut not shown (except curved girders) ☐ Angles labeled ☐ Proper weld symbols ☐ Weld length measured along the side of the angle that has the shortest lap length ☐ Gusset plate thicknesses ☐ Connection plates shown and labeled

UTILITY DIAPHRAGM(S)

☐ Show in bay where they will be located (extra details required shown to the side) ☐ Members labeled



☐ Gusset plate thicknesses

☐ Connection plates shown and labeled

☐ Enough detail shown to properly construct the specialty diaphragm

CURVED GIRDER DIAPHRAGMS

☐ Place intermediate diaphragms radial to the girder in a single line ☐ Do not place along the line of an interior skewed support ☐ Bottom lateral system



FRAMING DETAILS (Steel Superstructures)

FRAMING PLAN

☐ Centerline of bearing stations ☐ Centerline of bearings azimuth ☐ Centerline of each beam ☐ Expansion and fixed bearings labeled ☐ Span length(s) ☐ Beam azimuths and numbers ☐ Beam spacing dimensioned and tied to station line/HCL ☐ Diaphragm spacing and type ☐ Connection plates dimensioned and labeled ☐ Bearing stiffeners dimensioned and labeled ☐ Intermediate stiffeners dimensioned and labeled ☐ Field splice location tied to centerline of bearing station and/or diaphragm connection

plate and lateral bracing gusset plates ☐ Lateral bracing size and spacing ☐ Curved girder diaphragm spacing table ☐ Curved bridge-straight girder schematic layout



GIRDER ELEVATION AND SECTIONS (Steel Superstructures)

GIRDER ELEVATION

☐ Overall beam length ☐ Span length(s) ☐ Beam overhang over centerline bearing ☐ Rolled beam size or Plate sizes labeled in Width x Thickness x Length ☐ Butt splices labeled as CPGW welds ☐ Web to flange welds ☐ Centerline expansion and fixed bearings labeled ☐ Bearing stiffeners dimensioned and labeled ☐ Connection plate dimensioned and labeled ☐ Intermediate stiffeners labeled (if required) ☐ Centerline of safety handrail labeled ☐ Stud shear connectors spacing shown ☐ Tension zones for top and bottom flanges (continuous girders only) ☐ Field splice location tied to centerline of bearing station, flange transition and/or

diaphragm connection plate ☐ Indicate serialized steel item number (multi-bridge projects)

GIRDER SECTIONS

☐ Sections cut through the girder showing: • The bearing stiffener at abutment • The interior girder connection plate • Fascia girder connection plate • Bearing stiffener at pier • Transverse stiffener • At point of deadload contraflexure

☐ Each detail showing the correct weld symbols ☐ Each detail showing the proper connection plate/bearing stiffener label and

dimensioning ☐ The proper connection of vertical plate to compression/tension flange



CAMBER, HAUNCH, MOMENT AND SHEAR AND DESIGN LOAD TABLES (Steel Superstructures)

CAMBER TABLE

Separate groups of the following rows for each beam:

☐ Steel dead load (I) ☐ Concrete dead load (II) ☐ Superimposed dead load (III) ☐ Vertical curve correction (IV) (NOTE: no negative vertical curve correction is allowed) ☐ Total of (I+II+III+IV)

CAMBER DIAGRAM

☐ Camber diagram plotted along each span to represent the actual beam showing the actual deflected shape of the fully cambered beam and a straight line between the top corners of the beam.

HAUNCH TABLE

Separate groups of the following rows for each beam:

☐ Required bottom of slab elevation ☐ Top of steel elevation (Field measure) ☐ Difference between bottom of slab and top of steel elevation ☐ Concrete + Superimposed dead load deflection ☐ Depth of haunch required equal to the sum of the concrete and superimposed dead

load deflections and the difference between the bottom of slab and top of steel elevations

MOMENT AND SHEAR TABLES

One table for HLXX and NYSDOT Design Permit Vehicle

☐ Dead load moment and shear ☐ Superimposed dead load moment and shear ☐ Live load positive moment and shear ☐ Live load negative moment and shear



DESIGN LOAD TABLE

Dead loads listed in units of kN/m for each beam (If different):

☐ Slab ☐ Haunch ☐ Girder ☐ SIP/FSIP forms ☐ Diaphragms ☐ Utilities

Superimposed dead loads listed in units of kN/m for each beam (If different):

☐ Railing or barrier ☐ Future wearing surface ☐ Sidewalk

Live load listed in HLXX truck notation and NYSDOT Design Permit Vehicle:

☐ Live load denoted below table


April, 2006 14A-23

MISCELLANEOUS STEEL DETAIL SHEET

MISCELLANEOUS

☐ Drip bar detail - when weathering steel is used ☐ Drip groove detail ☐ Flange thickness taper ☐ Flange width taper ☐ Flange width taper at abutments (width of taper 26 mm less than sole plate of

bearing) ☐ Stud shear connector detail ☐ Safety handrail - when depth of girder is more than 1.5 m

GIRDER HAUNCH DETAIL

☐ Actual dimension measured from top of web to bottom of slab at the centerline of bearings

☐ Haunch reinforcement detail

FIELD SPLICE DETAILS (LRFD - straight girders)

☐ Splice location ☐ All plate sizes and thicknesses

☐ Size, number, spacing and edge distance of bolts

☐ Appropriate notes



TRANSVERSE SECTION (Concrete Bulb Tee and I-Beam Superstructures)

TRANSVERSE SECTION

☐ Overall width of structure ☐ TGL ☐ Station line/HCL ☐ Limits of structural slab item ☐ Limits of sawcut grooving ☐ Limits of protective sealing ☐ Travel lane widths ☐ Shoulder widths ☐ Usable shoulder to fascia dimension ☐ Cross slopes ☐ Crown of roadway ☐ Concrete slab thickness ☐ Applicable bar marks (epoxy (E), galvanized (G), stainless steel clad (C), solid

stainless steel (S)) of all bars totally contained in the slab ☐ Cover to exposed faces ☐ Lap lengths to other bars ☐ Spacing of slab reinforcement tied down to an exposed face ☐ Beams numbered ☐ Beam spacing dimensioned ☐ Composite shear bars ☐ Overhang dimensioned ☐ Railing/barrier/screening ☐ Utilities

DIAPHRAGMS

☐ Each diaphragm type numbered sequentially with D1 being the end diaphragms. Diaphragms should be shown in the transverse section, if possible. Otherwise, they should be shown in separate details to the side of the Transverse Section.

☐ Diaphragm type; precast, cast-in-place or steel ☐ Connection detail ☐ Utility diaphragm details ☐ Reinforcement details of diaphragms ☐ Section of precast or cast-in-place diaphragms


April, 2006 14A-25

FRAMING DETAILS (Concrete Bulb Tee and I-Beam Superstructures)

FRAMING PLAN

☐ Centerline of bearing stations ☐ Centerline of bearings azimuth

☐ Centerline of each beam

☐ Expansion and fixed bearings labeled

☐ Span length(s) ☐ Beam azimuths and numbers

☐ Beam spacing dimensioned and tied to station line

☐ Diaphragm spacing, type and number ☐ Connections dimensioned and labeled ☐ Splice location (post-tensioned) ☐ Segment numbers (post-tensioned)


14A-26 April, 2006

GIRDER ELEVATIONS AND SECTIONS (Concrete Bulb Tee and I-Beam Superstructures)

GIRDER ELEVATION

☐ Overall beam length ☐ Span length(s) ☐ Beam overhang over centerline bearing ☐ Continuous connection details

GIRDER SECTIONS

☐ Reinforcement details ☐ Strand pattern ☐ Dimensioned ☐ Cover ☐ Composite shear bars ☐ Transverse tendon location


April, 2006 14A-27

BEAM DETAILS AND TABLES (Concrete Bulb Tee and I-Beam Superstructures)

BEAM PLAN

☐ Centerline of bearings ☐ Diaphragm lengths ☐ Beam overhang over the centerline of bearings ☐ Overall beam length ☐ Flange clipping detail (skews over 15°)

BEAM REINFORCEMENT PLAN

☐ Outline of beam ☐ All applicable bar marks (epoxy (E), galvanized (G), stainless steel clad (C), solid

stainless steel (S)) ☐ Cover to exposed faces ☐ Lap lengths to other bars ☐ Indicate if a bar is lapped to another bar with a different bar mark

BEAM REINFORCEMENT ELEVATION

☐ Outline of beam ☐ All applicable bar marks (epoxy (E), galvanized (G), stainless steel clad (C), solid

stainless steel (S)) ☐ Cover to exposed faces ☐ Lap lengths to other bars ☐ Indicate if a bar is lapped to another bar with a different mark ☐ Spacing of reinforcement tied down to an exposed face ☐ Enough sections taken to clearly define the beam and its reinforcement

END ZONE REINFORCEMENT DETAIL

☐ Outline of beam end ☐ All applicable bar marks (epoxy (E), galvanized (G), stainless steel clad (C), solid

stainless steel (S)) ☐ Cover to exposed faces ☐ Lap lengths to other bars ☐ Indicate if a bar is lapped to another bar with a different bar mark ☐ Spacing of reinforcement tied down to an exposed face


14A-28 April, 2006

DESIGN LOAD TABLE

Dead loads (kN/m), max. shear (kN) at support and moment (kN-m) at midspan:

☐ Beam ☐ Slab ☐ Diaphragms ☐ Haunch ☐ SIP/FSIP forms Superimposed dead loads (kN/m), max. shear (kN) at support and moment (kN-m) at midspan: ☐ Sidewalk ☐ Railing ☐ Future wearing surface ☐ Utilities Live load in MSXX or HLXXtruck notation, maximum shear (kN) at support and moment (kN-m) at midspan: ☐ Live load information denoted below table

BEAM REINFORCEMENT TABLE AND BAR BENDING DIAGRAMS

☐ All bar marks and bar bending diagrams required to construct the beam

CAMBER TABLE

☐ Prestressed force and beam dead load at transfer ☐ Deflection due to slab dead load ☐ Deflection due to superimposed deal load ☐ Total camber

THEORETICAL SLAB THICKNESS TABLE

☐ Edge of left fascia beam ☐ Station line ☐ Crown line ☐ Edge of right fascia beam

TOP OF SLAB ELEVATION TABLE

☐ Unit ☐ Beginning ℄ bearings ☐ ¼ point ☐ Midspan ☐ ¾ point ☐ End ℄ bearings


April, 2006 14A-29

MISCELLANEOUS PRESTRESSED BULB TEE AND I-BEAM DETAILS

ANCHOR DOWEL DETAIL

☐ Hole opening diameter ☐ Anchor dowel diameter ☐ Hole filler placed in top of hole opening

DEBONDING OR DRAPED STRANDS DETAIL

☐ Number of debonded strands ☐ Length of debonded strands ☐ Draped tendon profile ☐ Sections showing draped strands at midpoint and end

POST-TENSIONED DETAILS

☐ Duct location ☐ Post-tensioning notes ☐ End block recess detail ☐ End zone reinforcement (Elevation and Sections) ☐ Clearance requirements for ducts at anchorage and midspan ☐ Post-tensioning duct profile ☐ Assumed construction sequence ☐ Grout tube schematic and vent details ☐ Splice detail end view ☐ Splice detail section ☐ Shear key details


☐ Threaded insert details ☐ Embedded bearing plate details ☐ Fascia details ☐ Anchor stud clearance detail ☐ Haunch details



TRANSVERSE SECTION (Prestressed Box Beams and Slab Units)

TRANSVERSE SECTION

☐ Overall width of structure ☐ TGL ☐ Station line/HCL ☐ Limits of structural slab item ☐ Limits of sawcut grooving ☐ Limits of protective sealing ☐ Travel lane widths ☐ Shoulder widths ☐ Usable shoulder to fascia dimension ☐ Cross slopes ☐ Crown of roadway ☐ Concrete slab thickness ☐ Applicable bar marks (epoxy (E), galvanized (G), stainless steel clad (C), solid

stainless steel (S)) of all bars totally contained in the slab ☐ Spacing of reinforcement tied down to an exposed face ☐ Beams numbered ☐ Joint widths dimensioned ☐ Overhang dimensioned ☐ Transverse tendon ☐ Railing/barrier/screening ☐ Utilities

FASCIA DETAIL

☐ Railing/barrier/screening shown but not dimensioned (to be shown on the Railing/ barrier/screening sheets)

☐ Concrete slab thickness

☐ Applicable bar marks (epoxy (E), galvanized (G), stainless steel clad (C), solid stainless steel (S))of all bars pertaining to the barrier


☐ Lap lengths to other bars ☐ Indicate if a bar is lapped to another bar with a different bar mark

☐ Slab depth dimensioned

☐ Fascia depth dimensioned

☐ Overhang dimensioned

☐ Indication of relationship between reinforcement and railing anchorage


April, 2006 14A-31

BEAM LAYOUT (Prestressed Box Beams and Slab Units)

☐ Beam numbers ☐ Centerline of bearing stations ☐ Expansion and fixed bearings labeled ☐ Span length(s) ☐ Beam azimuths ☐ Centerline of bearings azimuth ☐ Centerline of transverse tendon and centerline of diaphragms ☐ Beam spacing dimensioned and tied to station line


14A-32 April, 2006

BEAM DETAILS AND DESIGN LOAD TABLE (Prestressed Box Beams and Slab Units)

BEAM PLAN

☐ Centerline of bearings ☐ Void lengths ☐ Diaphragm lengths ☐ End block lengths ☐ Beam overhang over the centerline of bearings ☐ Transverse tendon location ☐ Overall beam lengths ☐ Drain dimensions and locations ☐ Anchor dowel location

BEAM REINFORCEMENT PLAN

☐ Outline of beam ☐ Outline of voids ☐ All applicable bar marks ☐ Cover to exposed faces ☐ Lap lengths to other bars ☐ Indicate if a bar is lapped to another bar with a different bar mark ☐ Spacing of reinforcement tied down to an exposed face

BEAM REINFORCEMENT ELEVATION

☐ Outline of beam ☐ Outline of voids ☐ All applicable bar marks ☐ Cover to exposed faces ☐ Lap lengths to other bars ☐ Indicate if a bar is lapped to another bar with a different bar mark ☐ Spacing of reinforcement tied down to an exposed face ☐ Enough sections taken to clearly define the beam and its reinforcement

END BLOCK REINFORCEMENT DETAIL

☐ Outline of beam end ☐ Outline of voids ☐ All applicable bar marks ☐ Cover to exposed faces ☐ Lap lengths to other bars ☐ Indicate if a bar is lapped to another bar with a different bar mark ☐ Spacing of reinforcement tied down to an exposed face


April, 2006 14A-33

DESIGN LOAD/REACTION TABLE

Dead loads (kN/m), maximum shear (kN) at support and moment (kN-m) at midspan:

☐ Beam ☐ Slab ☐ Haunch ☐ Girder ☐ SIP/FSIP forms Superimposed dead loads (kN/m), maximum shear (kN) at support and moment (kN-m) at midspan:

☐ Sidewalk ☐ Railing ☐ Future wearing surface ☐ Utilities Live load in MSXX or HLXX truck notation, maximum shear (kN) at support and moment (kN-m) at midspan:

☐ Live load information denoted below table

BEAM REINFORCEMENT TABLE AND BAR BENDING DIAGRAMS

☐ All bar marks and bar bending diagrams required to construct the beam

CAMBER TABLE

☐ Prestressed force and beam dead load at transfer ☐ Deflection due to slab dead load ☐ Deflection due to superimposed dead load ☐ Total camber

THEORETICAL SLAB THICKNESS TABLE

☐ Edge of left fascia beam ☐ Station line ☐ Crown line ☐ Edge of right fascia beam

TOP OF SLAB ELEVATION TABLE

☐ Unit ☐ Beginning ℄ bearings ☐ ¼ point ☐ Midspan ☐ ¾ point ☐ End ℄ bearings


14A-34 April, 2006

MISCELLANEOUS CONCRETE DETAILS (Prestressed Box Beams and Slab Units)

☐ Transverse tendon plan, section and elevation ☐ Continuity reinforcement and diaphragm details at piers ☐ Shear key detail ☐ Debonding strands detail ☐ Drip groove detail ☐ Barrier reinforcement location; plan and section ☐ Fascia detail ☐ Bearing placement ☐ Railing anchorage

STAGE CONSTRUCTION DETAILS

☐ Plan ☐ Tendon details ☐ Closure pour detail

ANCHOR DOWEL DETAIL

☐ Hole opening diameter ☐ Anchor dowel diameter ☐ Hole filler placed in top of hole opening

DIAPHRAGM DETAILS

☐ Outline of beam end ☐ Outline of voids ☐ All applicable bar marks ☐ Cover to exposed faces ☐ Spacing of reinforcement tied down to an exposed face



SUPERSTRUCTURE REINFORCEMENT PLAN

SLAB REINFORCEMENT PLAN

☐ Overall length of structure ☐ TGL ☐ Station line ☐ Limits of structural slab item ☐ All applicable bar marks (epoxy (E), galvanized (G), stainless steel clad (C), solid

stainless steel (S)) of all bars totally contained in the slab ☐ Cover to exposed faces ☐ Lap lengths to other bars ☐ Indicate if a bar is lapped to another bar with a different bar mark ☐ Spacing of slab reinforcement tied down to an exposed face ☐ Section A-A taken transversely through the end of the slab ☐ Centerline of bearing stations

SECTION A-A

☐ Outline of the slab, top of the abutment and the beginning of the approach slab ☐ All applicable bar marks (epoxy (E), galvanized (G), stainless steel clad (C), solid

stainless steel (S)) ☐ Limits of sawcut grooving


☐ Indicate if a bar is lapped to another bar with a different bar mark

☐ Spacing of slab reinforcement tied down to an exposed face ☐ Gap between the slab and the backwall (conventional abutment only)

MISCELLANEOUS

☐ Continuous deck slab placement detail ☐ Concrete table of area of superstructure slab, area of sawcut grooving and the

correct item numbers ☐ Do not haunch slab down to end diaphragm at jointless abutments ☐ Indicate direction of pour if true grade exceeds 3%


14A-36 April, 2006

APPROACH SLAB REINFORCEMENT

APPROACH SLAB REINFORCEMENT PLAN

☐ Length and width of approach slabs and sleeper slabs (if required) ☐ TGL ☐ Station line ☐ Limits of approach slab item ☐ Limits of sawcut grooving ☐ All applicable bar marks (epoxy (E), galvanized (G), stainless steel clad (C), solid

stainless steel (S)) of all bars totally contained in the approach slabs and sleeper slabs

☐ Cover to exposed faces ☐ Lap lengths to other bars ☐ Indicate if a bar is lapped to another bar with a different bar mark ☐ Spacing of approach slab reinforcement tied down to an exposed face ☐ Section A-A taken transversely through the end of the approach slabs and sleeper

slabs

SECTION A-A

☐ Outline of the slab and sleeper slabs from the abutment to the beginning of the approach roadway

☐ Thickness of approach slab ☐ All applicable bar marks (epoxy (E), galvanized (G), stainless steel clad (C), solid

stainless steel (S)) of all bars ☐ Cover to exposed faces ☐ Indicate if a bar is lapped to another bar with a different bar mark ☐ Spacing of slab reinforcement tied down to an exposed face


☐ Provide table of area of approach slab and sleeper slabs, area of sawcut grooving and the appropriate item numbers

☐ Corner plan details

☐ Connection detail to abutment for integral and jointless details

☐ Joint recess/sealing detail


April, 2006 14A-37

RAILING LAYOUT

RAILING LAYOUT

☐ Outline of superstructure slab and abutments ☐ TGL ☐ Station line ☐ Centerline of end posts tied down to the front face of the backwall ☐ Even spacing between the posts ☐ Pay limits of the railing item ☐ Centerline of railing anchorage ☐ Station and offset distance to post from HCL

BEARING DETAILS

☐ Bearing table ☐ Bearing plan and elevation ☐ Bearing section (s) ☐ Anchor bolt details ☐ Sole and masonry plate details ☐ Elastomeric internal plate size and number of elastomer layers ☐ Indicate each bearing location ☐ Provide enough room below the sole plate to get the nut on the anchor bolt

JOINT SYSTEMS

☐ Plan view(s) ☐ Sections; longitudinal and transverse ☐ Fascia, barrier and sidewalk details ☐ Joint table ☐ Indicate each joint location


☐ Waterstop and keyway details ☐ Scupper details ☐ Curb details ☐ Lighting details ☐ Miscellaneous pile details ☐ Any other details not previously shown on the previous sheets


14A-38 April, 2006

RAILING/BARRIER/SCREENING DETAILS - Insert sheets

STRUCTURAL SLAB OPTIONAL FORMING SYSTEMS - Insert sheet

BAR BENDING DIAGRAMS - Insert sheet

BAR LISTS(S)

☐ Inventory Forms Completed ☐ Load Rating Forms Completed ☐ Level 1 Load Rating Calculations

Appendix 14B Checklist for Constructability Review

PIN _________________ Reviewer(s) _________________________ D#__________________ __________________________ Designer____________________________ Projected Letting Date _________________ Date Review Started __________________ Date Review Completed _______________

The following is a checklist of project items (if applicable to the project) that need to be reviewed to assure constructability of the project:

Description Yes No N/A More Info Needed

I. BIDDABILITY

The clarity of the final plan and proposal to the bidders so that they may submit a fair and accurate bid.

1 Are bidders unnecessarily restricted in their bids, or has appropriate degree of flexibility been included in the bidding documents?

2 Information sufficient to avoid major field changes?

3 Permits identified and sufficient time allowed to secure?

4 MP&T plans adequate?

5 MP&T plans too restrictive?

6 Items appropriate?

7 Items omitted?

8 Cross referencing between various contract documents consistent?

April, 2006 14B-1



II. BUILDABILITY

The accuracy and completeness of the contract plans so that the design as shown on the final plans can be built.

A. Site Investigation

1 Sufficient field investigation been done to ascertain that contract work can be performed as shown on plans?

2 Subsurface exploration?

3 Utility investigation?

4 Current traffic counts?

5 Structural inspection?

6 Emergency/interim structural repairs been considered?

B. Right of Way

1 Equipment, material and hazardous waste storage?

2 Staging?

3 Access to work areas?

C. Construction Staging

1 Phased to provide minimum number of stages and reasonable work areas and access?

2 Are there areas with restricted access?

3 Does staging cause special conditions (i.e., structural adequacy/stability)?

14B-2 April, 2006

Checklist for Constructability Review


4 Proposed adjacent contracts, restrictions, constraints identified and accounted for?

5 Can the details as shown on the plans be constructed using standard industry practices, operations and equipment?

D. M&PT / Traffic Control

1 M&PT requirements realistic for site conditions?

2 Are lane closures reasonable for traffic volumes?

3 Can construction operations be carried out safely under M&PT and staging?

4 Design adequate for averting delays/congestion?

5 Is a detour necessary for averting delays/ congestion?

E. Schedule

1 Is sequence of construction reasonable?

2 Seasonal limits on construction operations?

3 Utility relocation schedule reasonable?

4 Regulatory permit restrictions?

5 Materials ordering, fabrication and delivery requirements

6 All necessary construction operations identified?

7 Impact of additional work ?

8 Time related specs - completion/milestone realistic?

April, 2006 14B-3


14B-4 April, 2006


F. Special Materials / Conditions

1 Pertinent provisions and restrictions clearly indicated?

2 Any special (unique / proprietary) materials, methods of technologies required for contract?

3 Special coordination required, RR, Permits, Regulatory

4 Presence of asbestos, hazardous waste or toxic materials?

5 Safety requirements, fall protection, electric lines, and other utilities, RR requirements

6 Winter concreting and the schedule for delivery of concrete?

Additional Comments:

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Documents

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