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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. "Index Test Results." NCHRP Report 696: Performance of Corrugated Pipe Manufactured with Recycled Polyethylene Content. Washington, DC: The National Academies Press, 2011.

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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 32
32 60 60 50 50 VR1 + N10LL VR2 + N10LL NCTL Failure Time (hrs) NCTL Failure Time (hrs) 40 y = 45.8e-0.0273x 40 y = 38.5e-0.0255x Theoretical 30 30 20 20 -0.0178x y = 20.592e 10 R2 = 0.6512 10 y = 29.985e-0.0245x Actual R2 = 0.9712 0 0 0 20 40 60 80 100 120 0 20 40 60 80 100 120 % Recycled % Recycled 60 60 50 50 VR1 + N35LL VR3 + N10LL NCTL Failure Time (hrs) NCTL Failure Time (hrs) -0.0271x y = 36.2e 40 40 30 30 y = 45.8e-0.0085x 20 20 y = 43.269e-0.0093x R2 = 0.9297 10 y = 31.843e-0.027x 10 R2 = 0.983 0 0 0 20 40 60 80 100 120 0 20 40 60 80 100 120 % Recycled % Recycled Figure 33. The effect of recycled content on the 15% NCTL of PCR-NAT blends. with similar resins with 100 or 150 h of NCLS time would Each plant made a sample from 100% virgin resin 1 and a allow for much more recycled content to be used. 50/20/30 blend of VR1, MDPE, and MCR. Additionally, there are new bi-modal resins with densities Sample L1 was a proprietary pipe resin formulated by the that meet M294 requirements and that have thousands of recycled-resin supplier. This was included as a representation hours of stress-crack resistance. It would be valuable to see of the type of resin that could be supplied by the recycled-resin the effects of adding these resins to recycled content. companies. Phase 3--Pipe Made from Short-Term Properties Recycled-Resin Blends Index Test Results Trial Pipe Manufacturing After the 15 sample pipes were manufactured, their prop- A total of 15 trial pipe samples were prepared at three dif- erties were measured on compression-molded plaques made ferent manufacturing plants, designated Plants A, B. and L. from the pipe. All the plaques were made in accordance with Five, 20-feet-long samples were made from each formulation ASTM D4703 at a cooling rate of 15°C/min. Complete reports for a total of 1,500 feet of pipe. The formulations made at the are given for each pipe formulation in Appendix D, Sec- three plants are shown in Table 8. tion D.11. This section will focus on specific properties that Each of the three plants used the same lots of PCR-MCR and may be important for future specifications. A summary of PCR-NAT from a single supplier. Each plant used a different the short-term properties is shown in Table 9. lot of the VR1 and each plant used their own carbon black The density of base resins for AASHTO M294 pipe must master batch. The MDPE used was also from the same lot. be between 0.948 and 0.955 g/cm3. This is cell class 4 accord-

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33 Table 8. Trial pipe formulations. Sample % VR1 % Virgin % PCR-MCR % PCR-NAT LMDPE A1 100 0 A2 85 0 15 0 A3 85 0 0 15 A4 50 20 30 0 A5 40 30 0 30 B1 100 0 0 0 B2 50 20 30 0 B3 20 40 24 16 B4 0 50 50 B5 0 40 36 24 L11 0 0 0 0 L2 50 (VR2) 20 30 0 L3 100 (VR2) 0 0 0 L4 100 0 0 0 L5 50 20 30 0 1 Proprietary formulated pipe resin containing about 50% recycled content. ing to ASTM D3350. When directly measured, all but four Yield Stress = 81, 250 × Density - 73, 500 of the samples had densities higher than the upper limit of 0.955 g/cm3. This was caused by the presence of carbon black where yield stress is expressed as psi and density as g/cm3. and particles that are certainly denser than HDPE. However, Both values are shown in Table 9. It is believed that the according to ASTM D3350, these values can be corrected for density measured in a gradient density column and corrected the percentage carbon black, according to the relationship for percentage carbon black is inaccurate because of the pres- Dcorr = D - 0.0044C, where C is the percentage carbon black. ence of particles and PP. Their presence will influence the Density values can also be determined from other material measured value. Also, the direct density measurement might properties, such as the yield stress or flexural modulus. The be influenced by the very small size of the test specimen. A equation relating density to yield stress is piece around 1/16 in. × 1/16 in. is often the size tested. If this small Table 9. Short-term properties for 15 trial pipe samples.1 Property Sample A1 A2 A3 A4 A5 B1 B2 B3 B4 B5 L1 L2 L3 L4 L5 Density 2 (g/cm3 ) 0.952 0.943 0.963 0.952 0.948 0.951 0.948 0.948 0.948 0.952 0.950 0.950 0.952 0.946 0.946 Density 3 (g/cm3 ) 0.952 0.951 0.952 0.950 0.948 0.952 0.949 0.945 0.948 0.945 0.949 0.951 0.955 0.955 0.953 Melt Index (g/10 min) 0.12 0.15 0.16 0.19 0.21 0.13 0.22 0.27 0.36 0.34 0.20 0.33 0.36 0.12 0.17 % Carbon Black 1.6 1.4 2.2 0.5 1.5 2.0 2.0 1.9 1.4 1.9 2.1 1.5 1.5 2.5 2.6 % Ash 0.1 0.3 0.2 0.4 0.2 0.0 0.4 0.3 0.1 0.4 0.7 0.4 0.0 0.0 0.3 % PP 0.0 0.7 0.2 1.4 0.3 0.0 1.9 1.7 1.0 2.2 2.5 2.4 0.0 0.0 1.8 Yield Stress (psi) 3851 3775 3863 3710 3623 3865 3638 3251 3523 3311 3631 3751 4079 4145 3922 % Break Strain 183 168 139 241 159 163 343 300 190 351 277 195 252 93 108 OIT (min) 49 39 38 32 96 49 54 93 110 75 13 78 78 70 78 1 All properties measured on compression molded plaques made from the pipe. 2 Measured density corrected for percentage carbon black. 3 Density calculated from yield stress.