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NCHRP Report 696: Performance of Corrugated Pipe Manufactured with Recycled Polyethylene Content (2011)
National Cooperative Highway Research Program (NCHRP)

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Thomas, Richard W, Cuttino, David, Transportation Research Board. "A.4.1 Stepped Isothermal Method (SIM) For Long-Term Creep Modulus and Strain (ASTM D6992)." NCHRP Report 696: Performance of Corrugated Pipe Manufactured with Recycled Polyethylene Content. Washington, DC: The National Academies Press, 2011.

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64
Front Matter (R1-R11)
Summary (1-2)
Chapter 1 - Introduction (3-3)
Short-Term Properties (4-4)
Service Lifetime of PE (5-7)
The SIM for Predicting Creep and Creep Rupture (Stage I) Properties (8-11)
The FL-DOT Junction Test (12-12)
The Long-Term Oxidation (Stage III) Resistance (13-13)
Specifications (14-14)
Post-Industrial Recycled Polyethylene (15-15)
Post-Consumer Recycled High-Density Polyethylene (16-16)
PCR Mixed-Color Resin (17-17)
The Effects of Contamination (18-18)
The Effects of Melt Filtration (19-20)
The Effect of Silicone Rubber (21-23)
Phase 2 - Recycled-Resin Blends (24-25)
Blends Made with Mixed-Color PCR (26-27)
Blends Made with Natural PCR (28-29)
Blends Made with PIR-HD (30-31)
Index Test Results (32-33)
Stress-Crack Test Results (34-36)
Long-Term Tensile Strength by SIM (37-39)
Long-Term Creep Strain and Modulus by SIM (40-40)
Long-Term Stress-Crack Resistance (41-41)
Combined SIM (Stage I) and BFF (Stage II) Service-Lifetime Estimates (42-44)
The BFF Test for QC (45-45)
Designing Pipe with Recycled Content (46-46)
Proposed Draft Specifications (47-48)
Phase 2 - Recycled PE Blends (49-49)
Phase 3 - Pipe Made from Recycled-Resin Blends (50-53)
References (54-54)
Appendix A - Procedures and Test Methods (55-55)
A.2.4 Percentage Black/Color + Ash (ASTM D4218) (56-56)
A.2.6 Percentage Polypropylene (TRI Method) (57-58)
A.2.8 Flexural Modulus (ASTM D790) (59-59)
A.3.2 BAM Stress-Crack Test (TRI Method) (60-61)
A.3.3 BFF Test (TRI Method) (62-62)
A.3.4 Junction Test (FDOT FM 5-572) (63-63)
A.4.1 Stepped Isothermal Method (SIM) For Long-Term Creep Modulus and Strain (ASTM D6992) (64-64)
A.4.3 BFF Test for Long-Term Stress Crack Resistance (TRI Method) (65-68)
Appendix D - Pipe Containing Recycled HDPE (69-69)
Appendix E - Proposed Draft Standard Specification for PCR MCR High-Density PE Bottles for Use in AASHTO-Approved Corrugated Drainage Pipe (70-76)
Appendix F - Proposed Draft Standard for Recycled Content Containing HDPE Resin Formulations for Corrugated Pipe Made to AASHTO Standard M252-Recycled (77-84)
Appendix G - Proposed Draft Standard Specification for Recycled Content Containing HDPE Resin Formulations for Corrugated Pipe Made to AASHTO Standard M294-Recycled (85-93)
Appendix H - Proposed Draft Standard Specification for Corrugated Polyethylene Drainage Pipe Containing Recycled Polyethylene, 75- to 250-mm Diameter (94-108)
Appendix I - Proposed Draft Standard Specification for Corrugated Polyethylene Drainage Pipe Containing Recycled Polyethylene, 300- to 1,500-mm Diameter (109-129)
Abbreviations used without definitions in TRB publications (130-130)

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OCR for page 64
A-10 samples and the results compared to the BFF test results under Time-temperature-superpositioning (TTS) has been used the same conditions. for decades and it is the basis for the validation procedures for polyethylene pipe materials in ASTM D2837 and Plastics Pipe Institute (PPI) Technical Report TR-3. TTS is used to project A.4 Service-Lifetime the long-term hydrostatic strength of pressure pipe. Estimation Tests Basically, increasing the temperature of a process like creep, A.4.1 Stepped Isothermal Method (SIM) stress relaxation, or slow crack growth is equivalent to perform- For Long-Term Creep Modulus ing the test at longer and longer times. The higher the tem- and Strain (ASTM D6992) perature, the longer the accelerated time. In the case of traditional TTS, tests are performed at various The Stepped Isothermal Method (SIM) is a special form of elevated temperatures on different samples and the results Time-Temperature-Superpositioning (TTS) that has been used shifted to a lower target temperature. Because of the sample- to extrapolate short-term creep results (24 h) into long-term to-sample variability, the result of TTS can be uncertain and estimates of creep behavior (50, 100 years). It was originally requires tests on many test specimens. developed in these laboratories on polyester (PET) geogrids SIM is a form of TTS in which behavior at multiple used for reinforcement applications. The application of SIM temperatures is observed on a single test specimen, which to PET has been verified and validated by several other labo- reduces the uncertainty of the behavior due to sample-to- ratories comparing the SIM results to conventional creep sample variability. tests performed at room temperature. It has also been used An example SIM test for HDPE was performed under the by others on other PET fibers, Kevlar, and Polyethylene following conditions: Naphthanate (PEN). It has also been used by TRI to examine PP buried struc- tures and most recently on HDPE resins used for corrugated Sample: Type I Dumbbell. drainage pipe. Only preliminary validation tests have been Strain Measurement: Extensometer. performed on PP, but the results are favorable. Initial Temperature: 20°C. The main difference between PET and HDPE is their respec- Temperature Steps: 7°C (20, 27, 34, 41, 48, 55, 62, 69, 76) tive temperature dependencies at temperatures below 80°C. Stress: 1000 psi. HDPE's properties change at a higher rate with temperature Dwell Time: 10,000 seconds (2.78 h). than PET's properties. In fact, the low-temperature depend- ency of PET strength was the main reason SIM was developed. The raw, unshifted data are shown in Figure A-13. The sample-to-sample variability could be as large as the dif- There are nine temperature steps shown on the plot, so the ference in creep rates at two different temperatures. A com- highest temperature was 76°C. Notice that the sample yielded parison for the two materials is shown in Figure A-12 below. catastrophically during the early part of the 76°C step. 1.2 PET 1 y = -0.003x + 1.069 0.8 Relative Property 0.6 0.4 PE 0.2 y = -0.0117x + 1.2639 0 10 20 30 40 50 60 70 80 90 Temperature (C) Figure A-12. Temperature dependence of PET and PE.