PERFORMANCE TEST REPORT. Rendered to: FORMTECH ENTERPRISES, INC. SERIES/MODEL: Truline PRODUCT TYPE: PVC Seawall
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1 PERFORMANCE TEST REPORT Rendered to: FORMTECH ENTERPRISES, INC. SERIES/MODEL: Truline PRODUCT TYPE: PVC Seawall Report No.: Test Dates: 04/17/12 Through: 04/18/12 Report Date: 06/13/ Derry Court York, PA phone: fax:
2 PERFORMANCE TEST REPORT Rendered to: FORMTECH ENTERPRISES, INC. 126 Ben Burton Circle Bogart, Georgia Report No.: Test Dates: 04/17/12 Through: 04/18/12 Report Date: 06/13/12 Project Summary: Architectural Testing, Inc. was contracted by Formtech Enterprises, Inc. to perform flexural testing on their Truline PVC seawall system at Architectural Testing's test facility in York, Pennsylvania. Test specimen description and results are reported herein. Product Description: Series/Model: Truline 800 and 1200 Series Product Type: PVC Seawall Four different PVC seawall specimens were supplied to Architectural Testing by Formtech Enterprises on March 23, Three 8" thick (with reinforcement) Truline 800 series and one 12" Truline 1200 series seawall specimen were tested. All specimens were approximately 3 feet wide by 14 feet in length. The PVC seawall is constructed by assembling individual sections of extruded PVC "C" shaped pile sections. Each has a pair of interlocking "J" channels on each end to allow the extrusions to be slipped together to form the wall (see photos in Appendix A and pile profile drawings in Appendix C). The end section is closed off with an extruded PVC cover which interlocks with the "J" channel on the open end of the last section. Each extruded section is filled with 3,000 psi concrete. Concrete compressive strength was determined by ASTM C39/39M-11 Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens on the day of flexural testing and detailed in Architectural Testing report B All of the specimens contained rebar reinforcement as shown in the table below. Rebar tensile strength was determined by ASTM E8/E8M-09 Standard Test Method for Tension Testing of Metallic Materials and detailed in Architectural Testing report B Derry Court York, PA phone: fax:
3 Page 2 of 7 Product Description: (Continued) Specimen Designations: Specimen #1: 1200 Series (u-channel part #51200) Nominal Thickness: 12" Reinforcement: (4) #8 rebar in each extrusion, 5-1/2" by 8" pattern (centered) Specimen #2: 800 Series (u-channel part #50800) Nominal Thickness: 8" Reinforcement: (4) #5 rebar in each extrusion, 2-1/2" by 6" pattern (centered) Additional Information: Holes through web for monolithic pour Specimen #3: 800 Series (u-channel part #50800) Nominal Thickness: 8" Reinforcement: (1) #5 rebar in each extrusion; offset 2-1/2" from surface, 4" from side Specimen #4: 800 Series (u-channel part #50800) Nominal Thickness: 8" Reinforcement: (4) #5 rebar in each extrusion, 2-1/2" by 6" pattern (centered) Test Setup: Each seawall specimen was placed horizontally on a steel test fixture and supported on 50" centers. Each support location contained a 1" diameter by 36" long lubricated steel bar sandwiched by two 1/2" thick by 4" wide steel support plate. Each of the support plates was machine with a 1/2" radius to capture the steel rod and allow up to 9 degrees of rotation. The seawall was loaded using two steel load beams on 144" centers. The load beams also contained the 1" diameter lubricated steel rod and 4" wide support plates. Each load beam (including the pivot plates and pivot bar) weighed 283 lbs. The ends of each of the load beams were connected via steel pins to the rod end of a 5" bore hydraulic cylinder (2" diameter rod). The cap end of the hydraulic cylinder was mounted via steel pins to the steel text fixture (see Photo #1). The four hydraulic cylinders (one at each corner) were connected to a 1250 psi hydraulic system to provide up to lbs of load at each end of the seawall. To determine load, a pressure transducer was connected to a manifold where all of the hydraulic lines terminate. All hoses and supply tubing was matched to length. Three linear variable differential transformers (LVDT) mounted to the center of the test fixture recorded deflection of the seawall system. The LVDTs were located at the center of each extrusion for the 8" thick specimens (12" centers) and at the center of each extrusion and center of the wall (seam) of the 12" specimen (9" centers). The transducers have an accuracy of inches.
4 Page 3 of 7 Test Procedure: The test specimen temperature is measured and the specimen visually inspected prior to testing to verify size and general condition of the materials, assembly and installation. Any potential compromising defects observed are noted prior to the load tests. The seawall was given an initial load of approximately 1000 lbs and returned to zero. The LVDTs and pressure transducers were then zeroed at zero load. Upon initiation of testing data logging was started and the pressure manually increased until the load reached the following set points (1000 lbs, 2500 lbs, 5000 lbs, 7500 lbs, lbs, lbs, lbs, lbs, lbs, lbs, lbs). At each load set point the deflection and pressure reading was manually recorded. Upon reaching either the pressure limit of the hydraulic system or the stroke of the hydraulic cylinders, a final deflection reading was made. The hydraulic system pressure was then adjusted to zero and after 1 minute a final deflection reading (permanent set) was recorded.
5 Page 4 of 7 Test Results: The following tests were performed on the PVC seawall assembly. Except as noted, all loads and displacement measurements are normal to the wall (horizontal). Plots documenting the load versus deflection behavior of the test wall are presented in Appendix D. Specimen #2 (800 Series) 04/12/12 62 F Applied Load Displacement (LVDT) (lbs) " 0.024" 0.022" " 0.038" 0.034" " 0.075" 0.067" " 0.121" 0.113" " 0.167" 0.158" " 0.345" 0.335" " 0.854" 0.862" 22773* 1.277" 1.239" 1.271" 0 (1 min. recovery) 0.477" 0.449" 0.455" Cylinder travel limit reached Note: PVC cover is to LVDT1 side Specimen #1 (1200 Series) 04/13/12 60 F Applied Load Displacement (LVDT) (lbs) " 0.000" 0.000" " 0.000" 0.000" " 0.000" 0.000" " 0.000" 0.000" " 0.004" 0.000" " 0.020" 0.001" " 0.038" 0.019" " 0.056" 0.037" " 0.076" 0.056" " 0.098" 0.078" 40000* 0.156" 0.152" 0.132" 0 (1 min. recovery) 0.046" 0.040" 0.030" * Hydraulic system limit reached Note: PVC Cover is to LVDT3 side
6 Page 5 of 7 Test Results: (Continued) Specimen #4 (800 Series) 04/13/12 63 F Applied Load Displacement (LVDT) (lbs) " 0.000" 0.001" " 0.001" 0.001" " 0.045" 0.032" " 0.089" 0.070" " 0.130" 0.107" " 0.217" 0.190" " 0.488" 0.457" 24053* 1.080" 1.076" 1.027" 0 (1 min. recovery) 0.362" 0.350" 0.328" * Cylinder travel limit reached Note: PVC Cover is to LVDT1 side Specimen #3 (800 Series) 04/16/12 67 F Applied Load Displacement (LVDT) (lbs) " 0.001" 0.002" " 0.001" 0.008" " 0.034" 0.026" " 0.100" 0.089" " 0.173" 0.161" " 0.399" 0.383" " 0.876" 0.850" 22507* 1.255" 1.123" 1.197" 0 (1 min. recovery) 0.391" 0.366" 0.335" * Cylinder travel limit reached Note: PVC Cover is to LVDT1 side
7 Page 6 of 7 Architectural Testing will service this report for the entire test record retention period. The report retention will be four years from the report date. Test records that are retained such as detailed drawings, datasheets, representative samples of test specimens, or other pertinent project documentation will be retained by Architectural Testing, Inc. for the entire test record retention period. Results obtained are tested values and were secured using the designated test methods. This report neither constitutes certification of this product nor expresses an opinion or endorsement by this laboratory; it is the exclusive property of the client so named herein and relates only to the tested specimens. This report may not be reproduced, except in full, without the written approval of Architectural Testing. For ARCHITECTURAL TESTING, INC. Scott T. Swaltek, P.E. Senior Project Engineer Joseph A. Reed, P.E. Director Engineering and Product Testing Keith A. Gurnee Technician I STS:drm Attachments (pages): Appendix-A: Photographs (3) Appendix-B: Graphs (4)
8 Page 7 of 7 Revision Log Rev. # Date Page(s) Revision(s) 0 06/13/12 N/A Original report issue
9 APPENDIX A Photographs
10 Photo No. 1 Typical Test Setup Photo No. 2 Bottom Center of Test Specimen showing LVDT locations
11 Photo No. 3 Typical 8" Thick Specimen at Full Cylinder Travel Photo No. 4 Typical Cracks in 8" Thick Specimen after Testing (End Cover Removed)
12 Photo No. 5 End View of 12" Thick Specimen (Series 1200)
13 APPENDIX B Graphs
14 Load at each end (lbs) Architectural Testing PVC Seawall Flexural Test (Specimen #2-800 Series) LVDT1 LVDT2 LVDT Deflection (inches)
15 Load at each end (lbs) Architectural Testing PVC Seawall Flexural Test (Specimen #1, 1200 Series) LVDT3 LVDT1 LVDT Deflection (inches)
16 Load at each end (lbs) Architectural Testing PVC Seawall Flexural Test (Specimen #4-800 Series) LVDT1 LDVT2 LDVT Deflection (inches)
17 Load at each end (lbs) LVDT1 LVDT2 LVDT Deflection (inches) PVC Seawall Flexural Test (Specimen #3-800 Series) Architectural Testing
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