CREEP PERFORMANCE TEST REPORT. Rendered to: TREX COMPANY LLC. Seclusions Composite Privacy Fence System TYPE: Composite Fence System
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1 Architectural Testing CREEP PERFORMANCE TEST REPORT Rendered to: TREX COMPANY LLC Seclusions Composite Privacy Fence System TYPE: Composite Fence System Report No.: Report Date: Expiration Date: 130 Derry Court York, PA phone: fax: /06/06 06/30/10
2 Architectural Testing CREEP PERFORMANCE TEST REPORT Rendered to: TREX COMPANY LLC 245 Capitol Lane Winchester, Virginia Report No.: Test Dates: Report Date: Expiration Date: /28/06-6/30/06 07/06/06 06/30/10 Project Summary: Architectural Testing, Inc. (ATI) was contracted to evaluate the performance of two fence assemblies with a concentrated load and while exposed to a constant high temperature for a period of 90 days. The purpose of testing was to evaluate the amount of creep on both fence system configurations due to the exposure to a constant high temperature condition and an applied load over the designated testing period. Test Specimen Descriptions: Series/Model: Type: Size: Seclusions Composite Privacy Fence System Composite Fence System without panel nails at the top rail Composite Fence System with panel nails at the top rail Overall fence dimensions including corner posts: 102-1/2" wide by 93" high Fence dimensions : 91-3/4" wide by 70-3/4" high Corner posts: 5-3/8" wide (square) by 93" high Fence panels: 5-7/8" wide by 66-3/4" high (19 total panels tested per fence system) 130 Derry Court York, PA phone: fax:
3 Architectural Testing Page 2 of 6 Test Setup: The two fence systems were constructed, as specified by the manufacturers instructions, and secured with two 1/2" thick steel angles per corner post with two bolts through each of the corner posts and two lag screws per angle into the insulated test chamber base. An insulated box was then constructed around the samples to encapsulate the two fence systems for high temperature conditioning. Viewing ports were installed into the insulated box for visual inspection and reading of the dial indicators. The fence systems were monitored and instrumented with four dial indicators per sample to measure the creep of the upper and lower rails and the lateral deflection of the fence panels. Each of the dial indicators were mounted to 1/4" thick steel angles which were secured to the corner posts. Circulation fans were utilized to ensure uniform temperatures throughout the insulated box. It should be noted that one fence system was nailed, by Trex Company LLC personnel, through the top rail to pin the fence panels to the top rail. A complete set of photographs have been provided in Appendix A illustrating the test setup and installation. Test Procedure: With the test setup completed, the fence systems were loaded with 100 pounds at the centers and deflection measurements were recorded along both upper and lower rails and for lateral deflection at ambient conditions to get a baseline reading for each of the dial indicators. The heating was then turned on and deflection measurements were recorded once the insulated chamber was at the 125 o F ± 5 o F test condition temperature range. The frequency for deflection measurements can be found in Appendix B of this test report inclusive of all deflections recorded at that time. Test Results: Composite Fence System without panel nails at the top rail: Actual weight hung from fence system: Tested steady state temperature average: lbs o F Top rail creep from loading and temperature: Bottom rail creep from loading and temperature: Lateral panel deflection from loading and temperature: inches inches inches
4 Architectural Testing Page 3 of 6 Test Results (continued): Top Rail Deflection: Deflection Time (Hours) Bottom Rail Deflection: Deflection Time (Hours) Lateral Panel Deflection: Deflection Time (Hours)
5 Architectural Testing Page 4 of 6 Test Results (continued): Composite Fence System with panel nails at the top rail: Actual weight hung from fence system: Tested steady state temperature average: lbs o F Top rail creep from loading and temperature: Bottom rail creep from loading and temperature: Lateral panel deflection from loading and temperature: inches inches inches Top Rail Deflection: Deflection Time (Hours) Bottom Rail Deflection: Deflection Time (Hours)
6 Architectural Testing Page 5 of 6 Test Results (continued): Lateral Panel Deflection: Deflection Time (Hours) These test results apply to the tested samples and specified conditions only. Other conditions that may influence creep are beyond the scope of this testing. A copy of this report will be retained by ATI for a period of four years. The above results are the exclusive property of the client so named herein and are applicable to the samples tested. This report does not constitute an opinion or endorsement by this laboratory. This report may not be reproduced except in full without the approval of ATI. For ARCHITECTURAL TESTING, INC.: TESTED BY: REVIEWED BY: Kevin S. Louder Project Engineer Michael J. Thoman Director - Simulations & Thermal Testing Simulator-In-Responsible Charge KSL:ksl Attachments (pages): Appendix A: Test Setup Photographs (5) Appendix B: Creep Data (1) Appendix C: Product Drawings and Installation Instructions (14)
7 Architectural Testing Page 6 of 6 Revision Log Rev. # Date Page(s) Revision(s).01 R0 7/6/2006 All Original Report Issue
8 Test Setup Photographs Appendix A
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14 Creep Data Appendix B
15 Trex Company LLC Time Without Nailed Top Rail With Nailed Top Rail Temp. Date and Time (Hours) Top Bottom Lateral Top Bottom Lateral F 3/28/06 8:15 AM * 3/28/06 8:30 AM ** 3/28/06 10:00 AM /28/06 11:00 AM /28/06 12:00 PM /28/06 1:00 PM /28/06 3:00 PM /28/06 5:00 PM /29/06 8:00 AM /29/06 9:00 AM /29/06 10:00 AM /29/06 11:00 AM /29/06 1:00 PM /29/06 3:00 PM /29/06 5:00 PM /30/06 8:00 AM /30/06 5:00 PM /31/06 8:00 AM /31/06 5:00 PM /3/06 8:30 AM /5/06 8:00 AM /7/06 1:00 PM /10/06 8:05 AM /17/06 8:05 AM /24/06 8:05 AM /1/06 8:05 AM /8/06 8:05 AM /15/06 8:05 AM /22/06 8:10 AM /30/06 8:15 AM /5/06 8:15 AM /12/06 8:15 AM /19/06 8:15 AM /26/06 9:00 AM /30/06 8:15 AM Notes: * No load at ambient conditions ** Loaded with 100 lbs., closed chamber, and at ambient conditions with the heating initialized
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