Chapter 15 Structural Design Requirements For Design
Chapter 15 Structural DesignRequirements for Design-Build Contracts15.115.2ContentsManual Description . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 15-115.1.1Purpose . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 15-115.1.2Specifications . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 15-1Bridge Configuration Criteria . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 15-215.2.1General . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 15-215.2.2Railroad Crossings . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 15-315.2.3Temporary Bridges . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 15-315.2.4Inspection and Maintenance Access . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 15-315.2.5Bridge Types . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 15-515.2.6Aesthetic Design Elements . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 15-515.2.7Architectural Design Standards . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 15-615.2.8Methods . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 15-615.2.9Design-Builder Urban Design Team . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 15-615.2.10 Analysis and Design Criteria for Structural Widenings and Modifications . . . . . . . . . . 15-715.2.11 Bridge Security . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 15-715.315.4Load Criteria . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 15-915.3.1Scope . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 15-915.3.2Load Factors and Load Combinations . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 15-915.3.3Permanent Loads . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 15-915.3.4Live Loads . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 15-1015.3.5Noise Barrier Walls . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 15-11Seismic Design and Retrofit . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 15-1215.4.1General . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 15-1215.4.2WSDOT Additions and Modifications to AASHTO Guide Specificationsfor LRFD Seismic Bridge Design . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 15-1215.4.3Seismic Design Requirements for Bridge Modifications and Widening Projects . . . . 15-2415.4.4Seismic Retrofitting of Existing Bridges . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 15-26WSDOT Bridge Design Manual M 23-50.20September 2020Page 15-i
Chapter 1515.515.615.7Structural Design Requirements for Design-Build ContractsConcrete Structures . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 15-2815.5.1General . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 15-2815.5.2Materials . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 15-2815.5.3Design Considerations . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 15-3115.5.4Superstructures . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 15-3215.5.5Concrete Bridge Decks . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 15-36Steel Structures . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 15-3815.6.1Design Considerations . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 15-3815.6.2Girder Bridges . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 15-4115.6.3Design of I-Girders . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 15-4215.6.4Plan Details . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 15-4715.6.5Painting of Existing Steel Bridges . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 15-5015.6.6Corrosion of Steel Foundations and Buired Structures . . . . . . . . . . . . . . . . . . . . . . . . . 15-50Substructure Design . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 15-5115.7.1General Substructure Considerations . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 15-5115.7.2Foundation Modeling for Seismic Loads . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 15-5215.7.3Column Design . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 15-5415.7.4Crossbeam . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 15-5615.7.5Abutment Design and Details . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 15-5615.7.6Abutment Wing Walls and Curtain Walls . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 15-5815.7.7Footing Design . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 15-5815.7.8Shafts . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 15-5915.7.9Piles and Piling . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 15-6115.7.10 Concrete-Filled Steel Tubes . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 15-6215.815.9Walls and Buried Structures . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 15-6315.8.1Retaining Walls . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 15-6315.8.2Noise Barrier Walls . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 15-6615.8.3Buried Structures . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 15-67Bearings and Expansion Joints . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 15-7015.9.1Expansion Joints . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 15-7015.9.2Bearings . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 15-76Page 15-iiWSDOT Bridge Design Manual M 23-50.20September 2020
Structural Design Requirements for Design-Build ContractsChapter 1515.10 Signs, Barriers, Bridge Approach Slabs, and Utilities . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 15-8215.10.1 Sign and Luminaire Supports . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 15-8215.10.2 Bridge Traffic Barriers . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 15-9015.10.3 At Grade Concrete Barriers . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 15-9215.10.4 Bridge Traffic Barrier Rehabilitation . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 15-9415.10.5 Bridge Railing . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 15-9515.10.6 Bridge Approach Slabs . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 15-9515.10.7 Traffic Barrier on Bridge Approach Slabs . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 15-9715.10.8 Utilities Installation on New and Existing Structures . . . . . . . . . . . . . . . . . . . . . . . . . . . 15-9815.10.9 Review Procedure for Utility Installations on Existing Structures . . . . . . . . . . . . . . 15-10115.10.10 Anchors for Permanent Attachments . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 15-10115.10.11 Drainage Design . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 15-10215.11 Detailing Practices . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 15-10315.11.1 Standard Practices . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 15-10315.11.2 Bridge Office Standard Drawings and Office Examples . . . . . . . . . . . . . . . . . . . . . . 15-10715.11.3 Plan Sheets . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 15-10715.11.5 Structural Steel . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 15-11015.11.6 Aluminum Section Designations . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 15-11215.11.7 Abbreviations . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 15-11215.12 Bridge Load Rating . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 15-11315.12.1 General . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 15-11315.12.2 Load Rating Software . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 15-11315.13 Appendices . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 15-114Appendix 15.2-A1Conceptual Plan Checklist . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 15-11515.99 References . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 15-116WSDOT Bridge Design Manual M 23-50.20September 2020Page 15-iii
Chapter 15Structural Design Requirements for Design-Build ContractsPage 15-ivWSDOT Bridge Design Manual M 23-50.20September 2020
Chapter 15Structural Design Requirements forDesign-Build Contracts15.1Manual Description15.1.1PurposeThis chapter provides the contractual requirements for structural design of WSDOTprojects that supersede AASHTO LRFD Bridge Design Specifications (LRFD) and AASHTOGuide Specifications for LRFD Seismic Bridge Design (SEISMIC).15.1.2SpecificationsThis manual and the following AASHTO Specifications are the foundation designcriteria and design practice documents used to design highway bridges and structures inWashington State: AASHTO LRFD AASHTO SEISMIC WSDOT Standard Plans M 21-01 – A-50 Series Standard Plans for EmbankmentGeometry at Bridge EndsWSDOT Bridge Design Manual M 23-50.20September 2020Page 15-1
Chapter 15Structural Design Requirements for Design-Build Contracts15.2Bridge Configuration Criteria15.2.1GeneralA. Structure Conceptual PlanThe Structure Conceptual Plan is part of the Design-Build project Request ForProposal (RFP) Appendix M. The purpose of the Structure Conceptual Plan is topresent a baseline structural concept where bridges or buried structures are assumedby those preparing the RFP to be appropriate based on the criteria and requirementsspecified in the RFP. The Structure Conceptual Plan is developed to be consistentwith the overall baseline civil roadway concept of the RFP Appendix M. The contentof the Structure Conceptual Plan includes the items listed in the Conceptual PlanChecklist of Appendix 15.2-A1.B.Bridge RedundancyBridge substructure shall have the following minimum number of columns tobe considered to provide conventional levels of redundancy in accordance withAASHTO LRFD Bridge Design Specification Section 1.3.4: One column minimum for roadway widths 40′ wide and under. Two columns minimum for roadway widths over 40′ to 60′. Three columns minimum for roadway widths over 60′.Bridge superstructure shall have the following minimum number of webs to beconsidered to provide conventional levels of redundancy in accordance withAASHTO LRFD Bridge Design Specification Section 1.3.4: Three webs minimum for roadway widths 32′ and under. Four webs minimum for roadway widths over 32′. See Bridge Standard Drawing2.3-A2-1 for details.C.Bridge Deck DrainageRoadway and bridge deck profiles shall be adjusted as much as possible to avoidhaving bridge drains on the bridge. If bridge geometry is such that drains are required,the number of drains should be minimized as much as possible while still providinga bridge deck drainage design that meets required standards. The bridge drainassembly and system shall be designed for low maintenance.Page 15-2WSDOT Bridge Design Manual M 23-50.20September 2020
Structural Design Requirements for Design-Build Contracts15.2.2Chapter 15Railroad CrossingsA. Horizontal ClearancesFor railroad overcrossings, minimum horizontal clearances are as noted below:Railroad AloneFill Section14′Cut Section16′Horizontal clearance shall be measured from the center of the outside track to theface of pier. When the track is on a curve, the minimum horizontal clearance shallbe increased at the rate of 1½″ for each degree of curvature. An additional 8′ ofclearance for off-track equipment shall only be provided when specifically requestedby the railroad.B.Crash WallsCrash walls, when required, shall be designed to conform to the criteria of the AREMAManual. To determine when crash walls are required, consult the following: Union Pacific Railroad, “Guidelines for Design of Highway Separation Structuresover Railroad (Overhead Grade Separation)” AREMA Manual WSDOT Railroad Liaison Engineer The RailroadC.SubstructureFor highway over railway grade separations, the top of footings for bridge piersor retaining walls adjacent to railroad tracks shall be 2′ or more below the elevationof the top of tie and shall not have less than 2′ of cover from the finished ground.The footing face shall not be closer than 10′ to the center of the track.15.2.3Temporary BridgesTemporary bridges shall be designed to meet the requirement of BDM Section 10.13 andother BDM Sections as applicable.15.2.4Inspection and Maintenance AccessA. GeneralBridges shall be configured to allow inspectors direct access to bearings, and accessto within 3-feet of superstructure surfaces. See also Figure 2.3.11-1 for underbridge-inspection-truck clearance requirements.WSDOT Bridge Design Manual M 23-50.20September 2020Page 15-3
Chapter 15Structural Design Requirements for Design-Build ContractsB.BearingsAdequate clearance for maintenance and inspection of bearings shall be provided.The clearance shall be adequate to inspect, remove and replace the bearings.Jacking points shall be provided for bearing replacement. Jacking points shallbe designed to support 200 percent of the calculated lifting load.C.Safety Cables, Handrails, and AnchorsBuilt-up plate girder bridges with girders 5-feet deep or greater in depth shall bedetailed with safety handrails for inspectors walking the bottom flanges. At largegusset plate locations on truss bridges (3-feet wide or wider), cables or lanyardanchors shall be placed on the inside face of the truss so inspectors can utilizebottom lateral gusset plates to stand on while traversing around the main trussgusset plates.D. Abutment SlopesSlopes in front of abutments shall provide enough overhead clearance to thebottom of the superstructure to access bearings for inspection and possiblereplacement (3-feet minimum for girder type bridges and 5-feet minimumfor concrete slabs).E.Access and Lighting1.Concrete Box and Prestressed Concrete TubGirdersSee Section 5.2.6 for design criteria.2.Composite Steel Box GirdersSee Section 6.4.9 for design criteria.3.Access Doors, Lighting, Receptacles and PenetrationsAll Access doors shall have a minimum 2′-6″ diameter or 2′-6″ square clearopening. Lock box latches shall be installed on all access doors accessible fromground level. Access hatches shall swing into the box girders and shall be placedat locations that do not impact traffic. Lighting and receptacle requirements shallbe in accordance with WSDOT Design Manual Chapter 1040. Air vents shall be inaccordance with Figures 5.2.6-1 and 5.2.6-2.Box girder penetrations (vents and drain holes) greater than one inch in diameterthrough the exterior shall be covered with galvanized wire mesh screen toprevent vermin and birds from accessing the interior of the box girder. The wiresshall have a maximum spacing of ¼ inch in both directions.Page 15-4WSDOT Bridge Design Manual M 23-50.20September 2020
Structural Design Requirements for Design-Build Contracts15.2.5Chapter 15Bridge TypesBridges shall conform to the following superstructure depth-to-span ratios based on pastWSDOT experience, superseding AASHTO LRFD Section 2.5 2.6.3.The optional live load deflection limits of AASHTO LRFD Sections 3.6.1.3.2 and 2.5.2.6.2shall be satisfied.For both simple and continuous spans, the span length is the horizontal distance betweencenterlines of bearings.Refer to Section 2.2.4 for superstructure depth requirements for inspection andmaintenance access.For the required minimum depth to span ratios see Section 2.4.1.WSDOT restricts the use of cast-in-place reinforced concrete Tee-Beam girder for bridgesuperstructure. This type of superstructure may only be used for bridges with tightcurvatures or irregular geometry upon Bridge Design Engineer approval.WSDOT restricts the use of timber girders for bridge superstructures to non-vehicle usebridges or temporary bridges.15.2.6Aesthetic Design ElementsThe primary goal of the aesthetic design is to build visual compatibility between the newelements and their current surroundings. The existing elements, along with proposed andexisting structures, typically establish an identifiable visual characteristic. These existingelements su
WSDOT Bridge Design Manual M 23-50.20 Page 15-i September 2020 Chapter 15 Structural Design Requirements for Design-Build Contracts Contents 15.1 Manual Description . or highway over railway
Part One: Heir of Ash Chapter 1 Chapter 2 Chapter 3 Chapter 4 Chapter 5 Chapter 6 Chapter 7 Chapter 8 Chapter 9 Chapter 10 Chapter 11 Chapter 12 Chapter 13 Chapter 14 Chapter 15 Chapter 16 Chapter 17 Chapter 18 Chapter 19 Chapter 20 Chapter 21 Chapter 22 Chapter 23 Chapter 24 Chapter 25 Chapter 26 Chapter 27 Chapter 28 Chapter 29 Chapter 30 .
TO KILL A MOCKINGBIRD. Contents Dedication Epigraph Part One Chapter 1 Chapter 2 Chapter 3 Chapter 4 Chapter 5 Chapter 6 Chapter 7 Chapter 8 Chapter 9 Chapter 10 Chapter 11 Part Two Chapter 12 Chapter 13 Chapter 14 Chapter 15 Chapter 16 Chapter 17 Chapter 18. Chapter 19 Chapter 20 Chapter 21 Chapter 22 Chapter 23 Chapter 24 Chapter 25 Chapter 26
DEDICATION PART ONE Chapter 1 Chapter 2 Chapter 3 Chapter 4 Chapter 5 Chapter 6 Chapter 7 Chapter 8 Chapter 9 Chapter 10 Chapter 11 PART TWO Chapter 12 Chapter 13 Chapter 14 Chapter 15 Chapter 16 Chapter 17 Chapter 18 Chapter 19 Chapter 20 Chapter 21 Chapter 22 Chapter 23 .
About the husband’s secret. Dedication Epigraph Pandora Monday Chapter One Chapter Two Chapter Three Chapter Four Chapter Five Tuesday Chapter Six Chapter Seven. Chapter Eight Chapter Nine Chapter Ten Chapter Eleven Chapter Twelve Chapter Thirteen Chapter Fourteen Chapter Fifteen Chapter Sixteen Chapter Seventeen Chapter Eighteen
18.4 35 18.5 35 I Solutions to Applying the Concepts Questions II Answers to End-of-chapter Conceptual Questions Chapter 1 37 Chapter 2 38 Chapter 3 39 Chapter 4 40 Chapter 5 43 Chapter 6 45 Chapter 7 46 Chapter 8 47 Chapter 9 50 Chapter 10 52 Chapter 11 55 Chapter 12 56 Chapter 13 57 Chapter 14 61 Chapter 15 62 Chapter 16 63 Chapter 17 65 .
HUNTER. Special thanks to Kate Cary. Contents Cover Title Page Prologue Chapter 1 Chapter 2 Chapter 3 Chapter 4 Chapter 5 Chapter 6 Chapter 7 Chapter 8 Chapter 9 Chapter 10 Chapter 11 Chapter 12 Chapter 13 Chapter 14 Chapter 15 Chapter 16 Chapter 17 Chapter
Chapter 3 Chapter 4 Chapter 5 Chapter 6 Chapter 7 Chapter 8 Chapter 9 Chapter 10 Chapter 11 Chapter 12 Chapter 13 Chapter 14 Chapter 15 Chapter 16 Chapter 17 Chapter 18 Chapter 19 Chapter 20 . Within was a room as familiar to her as her home back in Oparium. A large desk was situated i
The Hunger Games Book 2 Suzanne Collins Table of Contents PART 1 – THE SPARK Chapter 1 Chapter 2 Chapter 3 Chapter 4 Chapter 5 Chapter 6 Chapter 7 Chapter 8. Chapter 9 PART 2 – THE QUELL Chapter 10 Chapter 11 Chapter 12 Chapter 13 Chapter 14 Chapter 15 Chapter 16 Chapter 17 Chapt
