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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. "Post-Industrial Recycled Polyethylene." NCHRP Report 696: Performance of Corrugated Pipe Manufactured with Recycled Polyethylene Content. Washington, DC: The National Academies Press, 2011.

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Page
15
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Page
15
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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15 CHAPTER 3 Findings Phase 1--Recycled There are certainly resins that would be appropriate for Polyethylene Resins incorporation into pipe available from the PIR market. How- ever, there is a downside. PIR material is sold mainly through There are many different types of recycled PE available. brokerage firms and is commonly sold on a lot-to-lot basis. One way to classify PE resins based on density is found in This means that reliable and continuous waste streams are Table 2. Notice that at the extremes of density one finds LDPE not commonly found. Additionally, it is often in a bulk form and HDPE homopolymers. These were the first two types and/or co-mingled with different grades of PE. The result is of PE commercially produced. LDPE has the most branch- that the PIR material is used mostly in noncritical applications ing and HDPE has the least. The others are all made by co- by plastic processors who have the capabilities to accommo- polymerizing ethylene gas with other -olefins, which produces date different grades of PE. small branches in a controlled manner. The -olefins are Despite the limitations mentioned above, three PIR PE sam- butene, hexene, and octene, which produce 2, 4, and 6 carbon ples were received for evaluation in this study. Two [HDPE branches, respectively. The density is varied by the amount and low-density PE (LDPE)] were provided by a re-processor of -olefin added. that also produces post-consumer polyethylene. The third All of these types of PE are available on the recycled-resin sample, medium-density PE (MDPE), was regrind scrap from market. However, some are certainly more available than others. The main subclasses for recycled PE are post-industrial a manufacturer of geomembranes for landfills. Properties of recycled (PIR) and PCR. There are also several different phys- each of these recycled resins are found in Table 3. ical forms one can buy. PIR resins are often sold in their Notice that each of these has stress-crack resistance (15% bulk forms or the plastic parts may be ground into chips NCTL) higher than most, if not all of, the current AASHTO and sold as regrind. PCR resins are sold as regrind chips, or resins for pipe. They are also much higher in cracking resis- as a reprocessed resin (repro). Reprocessed resins are chips tance than post-consumer HDPE. Therefore, these resins could that have been melted, filtered and pelletized. They are more be useful for enhancing the properties of post-consumer blended than chips, cleaner from the melt filtration step, and HDPE. They are also much lower in density, which would in a better form to feed into an extruder. limit how much could be used in a blend. Notice that the den- There were about 50 different recycled polyethylene sup- sity of the low density material is actually higher than the den- pliers identified and many were contacted for samples. A list sity of the MDPE. This is due to the high level of inorganic can be found in Appendix B, Section B.8. fillers displayed by the percentage ash. In fact, each of the three density values are misrepresented because of fillers in the cases of the HDPE and LDPE and carbon black in the case of the Post-Industrial Recycled Polyethylene MDPE sample. The density can be calculated from the yield This is a large category that includes scrap from processes stress through the following relationship: such as pipe, sheet, thermoforming, injection molding, blown film, tubing, and more. This includes low density, linear low Yield Stress = 81, 250 ( Density ) - 73, 500 density, linear medium density, and high density (homo- and co-polymer). The molecular weight also varies from injection The calculated values for the HDPE, MDPE, and LDPE are molding grade (low molecular weight [LMW], high MI) to 0.943, 0.937, and 0.925 g/cm3, respectively. One can also correct thermoforming or blown film (high MW [HMW], low MI). for the carbon black from the MDPE sample because each 1