Description 
                        DC10.3-20 Design, Construction, and Maintenance of Post-Tensioned Concrete Courts
This publication presents design and construction recommendations for post-tensioned concrete courts. This book is intended for designers, contractors, inspectors, and building officials. The book also covers common maintenance, construction, and detailing issues. Chapter highlights include general considerations, design requirements, detailing considerations, construction practices, sample specification provisions, elongation, final effective force, and conversion factor tables.
New items in this update include: 
•	Update of provisions to 2020 quality construction standards
•	Enhanced details around posts and embedments
•	Additional discussion of construction documents
•	Acceptance, delivery, handling, and storage recommendations for PT materials
•	Additional discussion of concrete materials, placement, and finishing
•	Jobsite troubleshooting guidance on causes of improper elongation, handling of problems that can occur during stressing, safety considerations, handling and prevention of stressing, strand slippage, and prevention of other common issues
•	Inspection items before, during, and after stressing tendons
•	Added discussion of maintenance, landscaping, and adequate drainage for PT concrete courts
75 pages; 8½ x 11 in. (soft cover)
Published October 2020
                    
                
                
                        Table of Contents 
                        1 — INTRODUCTION
   1.1 — Purpose and scope
   1.2 — Fabrication of tendons
   1.3 — Responsibilities
   1.4 — Definitions 
2 — DESIGN RECOMMENDATIONS
   2.1 — General
   2.2 — Design requirements
   2.3 — Final effective force per tendon
   2.4 — Slab/subgrade friction
   2.5 — Calculating required tendon spacing
      2.5.1 Sample Tendon Spacing Calculation
   2.6 — Designing Based on Equivalent Flexural Capacity
   2.7—Detailing considerations 
3 — DOCUMENT CONTROL
   3.1 — General
   3.2 — LDP’s slab construction documents
   3.3 — Shipping documents
   3.4 — Material certifications
   3.5 — Stressing equipment calibration
   3.6 — Stressing records
   3.7 — Concrete placement records
4 — ACCEPTANCE, DELIVERY, HANDLING, AND STORAGE
   4.1 — Acceptance and delivery
   4.2 — Handling and storage
5 — SITE PREPARATION
   5.1 — Subgrade preparation
   5.2 — Slope and drainage
   5.3 — Forming and construction joints
   5.4 — Construction sequencing
6 — CONSTRUCTION
   6.1—Field placement drawing requirements
   6.2—General installation procedure
   6.3—Tendon layout
7 — ENCAPSULATED SYSTEM
8 — CONCRETE
   8.1 — Materials
   8.2 — Placement
   8.3 — Finishing
   8.4 — Restraint cracks
9 — TENDON STRESSING
   9.1 — General
   9.2 — Preparation for stressing
   9.3 — Stressing the tendons
   9.4 — Causes of improper elongation
      9.4.1 Equipment
      9.4.2 Installation/concrete placement/stressing operations
      9.4.3 Design/material discrepancies
   9.5 — Problems that can occur during stressing
   9.6 — Safety considerations
   9.7 — Don’ts of stressing
   9.8 — Inspection before, during, and after stressing tendons
10 — ELONGATION MEASUREMENTS
   10.1 — General
   10.2 — Preparation
   10.3 — Measurement
   10.4 — Recording
11 — TENDON FINISHING
   11.1 — General
   11.2 — Requirements for cutting of tendon tails
   11.3 — Patching of stressing pockets
12 — JOBSITE TROUBLESHOOTING
   12.1 — General
   12.2 — Preventing the most frequent problems
   12.3 — Strand slippage and/or stressing jack hung up
   12.4 — Honeycombs in concrete
   12.5 — Tendon and concrete blowouts 
   12.6 — Tendon rupture
   12.7 — Tendons too short to be stressed using normal stressing procedures
   12.8 — Splicing tendons
   12.9 — Cracked wedges
   12.10 — Lift off procedures
   12.11 — Troubleshooting stressing equipment
      12.11.1 — Jack is leaking
      12.11.2 — Jack damages strand or will not grip strand
      12.11.3 — Excessive seating loss (in excess of 3/8 in. [10 mm]) 
      12.11.4 —Pump will not reach required gauge reading
      12.11.5 — Pump is operating too slowly
      12.11.6 — Gauges
13 — PROJECT MAINTENANCE
14 — LANDSCAPING
15 — SUMMARY
   15.1 — General
   15.2 — For More Information
16 — EXAMPLE PLANS
17 — REFERENCES
   17.1 — Referenced standards
   17.2 — Cited references 
   17.3 — Photo and figure credits 
APPENDIX A — DEFINITIONS
APPENDIX B — EXAMPLE STRAND MATERIAL CERTIFICATION 
APPENDIX C — EXAMPLE STRESSING JACK CALIBRATION FORM
APPENDIX D — EXAMPLE STRESSING ELONGATION RECORD FORM
APPENDIX E — TABLE OF ELONGATION VALUE