Chevron Phillips Chemical Hdpe Hxb Tr 494

Chevron Phillips Chemical HDPE HXB TR-494

    • Product Name: Chevron Phillips Chemical HDPE HXB TR-494
    • Factroy Site: Yinchuan, Ningxia, China
    • Price Inquiry: sales8@ascent-chem.com
    • Manufacturer: Ascent Petrochem Holdings Co., Limited
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    Specifications
    HS Code 331080
    Polymer Type High Density Polyethylene
    Comonomer Hexene
    Density 0.948 g/cm³
    Melt Index 190 C 2 16 Kg 0.30 g/10 min
    High Load Melt Index 190 C 21 6 Kg 22 g/10 min
    Tensile Strength At Yield 25.5 MPa
    Tensile Strength At Break 29.6 MPa
    Elongation At Break 600%
    Flexural Modulus 1100 MPa
    Environmental Stress Crack Resistance F50 100 Igepal 1000 h
    Vicat Softening Point 124 °C
    Brittleness Temperature -70 °C
    Hardness Shore D 66
    Melting Point 130 °C
    Thermal Conductivity 0.45 W/m·K

    As an accredited Chevron Phillips Chemical HDPE HXB TR-494 factory, we enforce strict quality protocols—every batch undergoes rigorous testing to ensure consistent efficacy and safety standards.

    Packing & Storage
    Packing Chevron Phillips Chemical HDPE HXB TR-494 is packaged in 25 kg polyethylene bags, typically palletized for shipping and storage.
    Container Loading (20′ FCL) Container Loading (20′ FCL): Chevron Phillips Chemical HDPE HXB TR-494, palletized bagged cargo, shrink-wrapped, loaded and secured for ocean freight.
    Shipping Chevron Phillips Chemical HDPE HXB TR-494 is a non-hazardous high-density polyethylene resin supplied as solid pellets. Typical shipping uses 25 kg bags, octabins, jumbo bags, bulk trucks, or railcars. Keep dry and clean, away from moisture, heat, and contamination. No special dangerous-goods transport classification applies.
    Storage Store Chevron Phillips Chemical HDPE HXB TR-494 in a cool, dry, well-ventilated warehouse, away from direct sunlight, heat, sparks, flames, and strong oxidizers. Keep original bags sealed, palletized off the floor, and protect from moisture, dust, and contamination. Use first-in, first-out stock rotation. Avoid prolonged UV exposure and extreme temperatures. Follow manufacturer SDS and local regulations.
    Shelf Life Shelf life is typically two years when stored in original, unopened packaging under cool, dry conditions away from direct sunlight.
    Application of Chevron Phillips Chemical HDPE HXB TR-494

    Can a landfill bottom liner resin simultaneously satisfy GRI-GM13 leachate contact, installation strain, and stress crack resistance in a 2.0 mm sheet?

    Municipal solid waste landfill cells impose a combination of leachate chemistry and installation strain that excludes conventional HDPE film grades. In this segment HDPE HXB TR-494 is processed as the base resin in a formulation containing 4-6 wt% carbon black masterbatch loaded at 50 wt% carbon black, 0.5-1.0 wt% antioxidant/processing stabilizer masterbatch, and the balance HDPE HXB TR-494. The carbon black final concentration in the extruded sheet is maintained between 2.0% and 3.0% by mass to meet the dispersion and long-term weathering requirements of GRI-GM13. Production uses flat die sheet extrusion equipment with a 33:1 L/D single-screw extruder, a die gap of 1.5-2.5 mm, melt temperature of 215-230°C, and three-roll stack temperature of 85-95°C. The dominant process failure mode on wide panels is edge thickness taper, which causes weld squeeze-out irregularity and incomplete fusion along the seam track. Field installation then deploys automatic hot wedge fusion welding at 420-460°C with dual-track seam test channels. The terminal product types include smooth and textured geomembrane panels, leachate collection sump liners, anchor trench boots, and pipe penetration boots. The relevant compliance matrix is shown below.

    MethodParameterLandfill liner relevance
    ASTM D5199sheet thicknessbottom liner minimum 1.5 mm; side slope 2.0 mm typical
    ASTM D1505densityverify final sheet density after carbon black addition
    ASTM D638tensile yield and breakinstallation strain over waste contours
    ASTM D1004tear resistanceseam intactness under leachate head
    ASTM D4833puncture resistanceaggregate puncture during cover placement
    ASTM D1693environmental stress crack resistanceleachate surfactant attack at notches
    ASTM D5397notched constant tensile loadlong-term stress crack performance on slopes
    ASTM D5885oxidative induction timeantioxidant depletion in elevated temperature leachate
    ASTM D6693low-temperature tensile propertieswinter placement of liner panels

    Operational limitations for this application include accelerated stress crack growth if seam weld speed drops below 1.2 m/min for 2.0 mm sheet, because excessive heat exposure oxidizes the weld surface and reduces seam peel strength below project CQA acceptance. Regrind from edge trim should not exceed 20 wt% in the extruder feed unless a modified stabilizer package is used, otherwise batch-to-batch variability in melt pressure and thickness will exceed ±5% on wide panels.

    In copper and gold heap leaching, the geomembrane receives multi-axial stress from ore stacking equipment, haul truck turning, and coarse gravel drainage before the overliner drainage layer is placed. Unlike landfill cells, heap leach pads use thicker sheet because puncture events are immediate rather than long-term. A typical extrusion formulation consists of 4-6 wt% carbon black masterbatch, 0.5-1.0 wt% antioxidant/UV stabilizer masterbatch, and the balance HDPE HXB TR-494; the final carbon black content remains 2.0-3.0% to preserve fusion weldability. Production runs on flat die sheet lines configured for 2.0-3.0 mm sheet with a texturing roll that embosses the top side to improve interface friction with the overliner. Field welding uses dual-track hot wedge equipment with air-channel testing at 180-220 kPa on every seam. The terminal product types include ore pad liner systems, pregnant leach solution pond liners, collection trench liners, and coarse aggregate underdrain protection layers. Compliance verification relies on ASTM D4833 for puncture resistance, ASTM D5397 for notched constant tensile load stress crack performance, and ASTM D5885 for oxidative induction time after hot ore loading. A specific boundary condition is that the resin should not be placed in continuous contact with pregnant leach solutions containing hydrogen peroxide or strong oxidants used in metal recovery, because such solutions will consume antioxidants and reduce the notched constant tensile load time at 50°C.

    Secondary containment under sulfuric acid spill and intermittent immersion

    Chemical tank farm secondary containment uses HDPE HXB TR-494 in a direct-sheet extrusion formulation where the base resin is 100% virgin HDPE HXB TR-494; carbon black masterbatch is then added to reach 2.0-3.0% final carbon black, with no plasticizer and no carbonate filler. The omission of plasticizer and carbonate filler is not a generic formulation rule: it is dictated by intermittent sulfuric acid contact, because plasticizer migration and filler extraction create porosity under repeated wet-dry cycling. Compliance for such containment includes 40 CFR 112 SPCC containment sizing, ASTM D543 chemical resistance immersion testing, ASTM D5747 long-term chemical compatibility, and seam tests per ASTM D6392. Downstream production involves extrusion welding of HDPE HXB TR-494 sheet into tank pads and sumps, followed by wedge welding of panel seams and spark testing at 20-30 kV for pinholes. Terminal product types include acid loading apron liners, tank dike liners, chemical sump basins, and truck offloading spill pads. The operational limitation is that continuous immersion in sulfuric acid above 60°C or oxidizer mixtures containing nitric acid is outside the verified long-term envelope for this polymer class; published data for this specific resin under those exact mixed-acid conditions is limited.

    At produced water impoundments in shale oil and gas basins, HDPE HXB TR-494 is used for large-area evaporation and storage liners where seams must remain intact under thermal expansion, wave action, and periodic hydrocarbon contact. The typical formulation is 4-6 wt% carbon black masterbatch, 0.5-1.0 wt% UV stabilizer masterbatch, and the balance HDPE HXB TR-494; post-industrial regrind is limited to 10-15 wt% of the extruder feed to avoid low-temperature seam brittleness. The production process uses a wide flat die sheet extrusion line with a 30:1 L/D single-screw extruder producing panel widths up to 7.5 m, followed by slope layout and dual-track hot wedge welding; seam testing is performed with air lances at 200-250 kPa on every installed seam. Terminal product types include produced water storage liners, hydraulic fracturing flowback impoundments, reserve pit liners, and evaporation pond liners. Compliance is frequently anchored to ASTM D4833, ASTM D6693 for low-temperature tensile behavior, ASTM D5885 for oxidation resistance, and state-specific oil field pit liner requirements that may demand a minimum thickness of 0.75-1.5 mm depending on water salinity and liner size. A boundary condition is that exposure to free-phase crude oil above supported temperatures should be reviewed against ASTM D543 data, because hydrocarbon absorption can soften the sheet and alter fusion weld geometry.

    When canal and pond liners encounter ice heave and ultraviolet radiation, edge mechanics govern service life

    Agricultural water storage and irrigation canal liners are installed as wide geomembrane panels that must tolerate thermal expansion, ice heave at the anchor trench, and direct ultraviolet radiation on exposed side slopes. The extrusion formulation for this segment uses 4-6 wt% carbon black/UV masterbatch, 0.5-1.0 wt% antioxidant masterbatch, and the balance HDPE HXB TR-494 to achieve a final carbon black loading of 2.0-3.0% in the sheet. The production process runs flat die sheet extrusion at 0.75-2.0 mm sheet thickness, with tension-controlled winding to limit residual curvature; field fabrication then uses hot wedge welding with a controlled overlap of 7.5-10 cm. Terminal product types include irrigation canal liners, stock pond liners, aquaculture raceway liners, and livestock waste lagoon liners. Compliance verification references ASTM D4833 for puncture by hoof and gravel, ASTM D6693 for cold temperature tensile behavior, and ASTM D5885 for oxidative induction time after accelerated UV exposure. The anchor trench is a specific weakness: if the trench backfill imposes a sharp radius below 100 mm on a 1.0 mm sheet, stress crack initiation can occur at the soil-liner interface after repeated freeze-thaw cycles.

    Fabricating preformed sumps and tank lining panels from extruded sheet

    Extruded sheet made from HDPE HXB TR-494 can be converted into preformed sumps, tank lining panels, and custom secondary containment shapes in a cut-and-weld fabrication workflow. The formulation for extruded sheet used in this route consists of 4-6 wt% carbon black masterbatch, 0.5-1.0 wt% processing stabilizer masterbatch, and the balance HDPE HXB TR-494; edge trim regrind is allowed up to 20 wt% when the regrind is generated from the same HXB TR-494 sheet and is blended with virgin resin before single-screw extrusion. The downstream production process includes CNC cutting of extruded sheet, butt fusion welding at 210-220°C, extrusion fillet welding with HDPE HXB TR-494 welding rod, and spark testing at 20-30 kV on finished seams. Terminal product types include preformed sump basins, acid tank lining panels, manhole liners, and custom secondary containment boxes. Compliance is tied to ASTM D638 for tensile properties after welding, ASTM D790 for flexural modulus, ASTM D6392 for seam peel and shear, and ASTM D256 for impact resistance of fabricated corners. A specific constraint is that welded corner joints in sheets thicker than 3.0 mm may exhibit residual stress beyond the acceptance limit of ASTM D5397 unless stress relief annealing at 80-90°C for 2-4 hours is applied to the finished fabricated part.

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    Certification & Compliance
    More Introduction

    Chevron Phillips Chemical HDPE HXB TR-494 is introduced as a bimodal, high-molecular-mass, hexene-1-copolymer high-density polyethylene engineered for pressure pipe, industrial pipe, and high-stress extruded structures. In this resin architecture, the low-molecular-mass fraction adjusts melt shear thinning to maintain stable throughput on high-output grooved-barrel extruders, while the high-molecular-mass fraction supplies the tie-molecule population required for resistance to slow crack growth and long-term hydrostatic creep. The grade is positioned in ASTM D3350 and ISO 12162 pipe-compound classification systems, although release-certificate values from the manufacturer govern lot-specific compliance. Because the molecular weight distribution is bimodal rather than a broad unimodal distribution, the material separates processability from long-term fracture resistance more explicitly than conventional single-mode high-density pipe grades.

    Specifications for the resin are referenced by density, melt flow index, tensile yield, flexural modulus, environmental stress-cracking resistance, and slow crack growth as determined by ASTM D1505, ASTM D1238, ASTM D638, ASTM D790, ASTM D1693, and ASTM F1473. The relevant lot-to-lot variance is checked against the manufacturer’s certificate of analysis; published data for this specific configuration is limited for numerical values outside the certificate. Pipe-grade HDPE in this class is controlled at a density typically around 0.945–0.950 g/cm³ and a melt index at 190 °C with 2.16 kg load below 0.15 g/10 min, but these values define the class rather than the exact HXB TR-494 release specification.

    Why Does the Bimodal Molecular Weight Distribution Alter Slow Crack Growth Under Pipe Internal Pressure?

    Slow crack growth in pressurized high-density polyethylene pipe is governed by the disentanglement of tie molecules that connect adjacent crystalline lamellae. In a bimodal hexene-1-copolymer resin such as HXB TR-494, the higher-molecular-mass fraction produces a greater density of load-bearing tie molecules per unit amorphous volume than a unimodal resin of equivalent density and melt flow index. This molecular architecture raises the time required for a crack to propagate through the brittle-to-ductile transition, as measured by the notched pipe test under ISO 13479 or by the accelerated PENT method detailed in ASTM F1473. The lower-molecular-mass fraction contributes to the rheological properties during extrusion without diluting the tie-molecule network to the extent observed when a single broad distribution is widened. Rapid crack propagation resistance, evaluated by the S4 test in ISO 13477, also depends on the high-molecular-mass population because the crack-tip strain rate exceeds the rate at which the lower-molecular-mass chains can form stable fibrils. The result is a practical separation of pipe extrusion output and long-term hydrostatic failure resistance that is not achievable by equivalent melt-index adjustment alone.

    In production-scale pipe extrusion on a grooved-barrel single-screw machine with a 33:1 L/D ratio and a compression ratio between 2.0:1 and 2.5:1, the melt temperature for this compound class is normally held between 200 °C and 230 °C at the die. At high screw speeds the low-shear-thinning contribution of the lower-molecular-mass fraction reduces melt-pressure variation across the breaker plate, but the high-molecular-mass fraction raises the shear viscosity at low shear rates and can increase die swell relative to unimodal pipe grades. Production lines therefore require vacuum calibration tanks with segmented spray cooling and water temperatures near 15–20 °C to maintain circularity and minimize frozen-in stress. A screw-cooling bore is typically operated with inlet water at 60–80 °C to control the feed-zone wall temperature and preserve the grooved-barrel output. Surface moisture should be removed if the resin is stored above 60% relative humidity; HDPE is not hydrolytically sensitive, but water on pellets can generate surface defects and pressure fluctuations in the metering section.

    Slow Crack Growth Testing and Hydrostatic Design Basis in Pressure Pipe Specifications

    Long-term pressure rating for HXB TR-494 in pressure pipe is not assigned from short-term tensile data alone. The governing method is the regression of time-to-failure at multiple hoop stresses and temperatures under ISO 9080 or ASTM D2837, with material classification under ISO 12162 or ASTM D3350. In pipe system standards such as ISO 4427, ASTM F714, and AS/NZS 4130, the extruded pipe is subjected to sustained hydrostatic testing at 20 °C, 60 °C, and 80 °C. Slow crack growth resistance is separated from ductile yielding because buried and trenchless installations impose bending and point loads that create localized stress concentrations at the pipe surface. The PENT test in ASTM F1473 applies a notched specimen at 80 °C under a net section stress of 2.4 MPa; resins of this class are usually specified to exceed 500 h, but the exact minimum for HXB TR-494 must be confirmed from the product data sheet or release certificate. Rapid crack propagation resistance is evaluated through S4 testing in ISO 13477 because gas-distribution pipe must arrest a fast-moving crack after a point impact. The combination of these tests separates the grade from lower-hydrostatic-design pipe compounds that rely only on density and melt index.

    Standards commonly applied to HXB TR-494 pressure pipe qualification
    StandardScopeTypical exposed conditions
    ISO 9080Long-term hydrostatic strength of thermoplastics pipe materialsMultiple temperatures; strength regression in MPa against hours
    ASTM F1473Notched PENT slow crack growth resistance of polyethylene80 °C, 2.4 MPa net section stress
    ISO 13477Rapid crack propagation resistance of pipeLow-temperature S4 test at critical pressure
    ASTM D3350Material classification for HDPEDensity, melt index, tensile, ESCR, PENT cells
    ISO 12162Polyethylene material designation for pressure pipePE80, PE100, or equivalent stress classification

    Municipal potable water and industrial slurry pipe extrusion are the primary application envelopes for this resin class. In potable water service, the pipe wall must retain hydrostatic design stress while resisting slow crack growth initiated by internal pressure surges and external point loads from rock impingement. On a 60 mm extruder with a 125 mm to 630 mm pipe die set and a vacuum calibration table, the melt is drawn through a spiral mandrel die, calibrated under negative pressure, and cooled in multiple spray chambers. Pipe processors adjust the melt temperature, haul-off speed, and calibration vacuum to control outer diameter, wall thickness, and roundness as specified in ISO 4427 and ASTM F714. For gas-distribution pipe, resistance to rapid crack propagation becomes the controlling design criterion, and the resin is evaluated with the S4 apparatus under ISO 13477. Industrial slurry lines use HXB TR-494 for its combination of wear resistance and high-stiffness pipe walls, but abrasive slurry at high solids loading requires seasonal verification of thickness reduction because HDPE wear resistance is influenced by particle size, velocity, and impact angle more than by the polymer molecular weight itself.

    Operational boundaries include the upper service temperature of polyethylene pressure systems. Continuous exposure above 60 °C accelerates oxidative degradation and reduces the hydrostatic design basis; hot chlorinated potable water systems can produce a craze-crack morphology that is not predicted by short-term ESCR tests. For these conditions, the pipe system design should follow published chlorine-resistance curves under ASTM F2263, and published data for this specific configuration is limited. Fusion welding of HXB TR-494 pipe requires butt-fusion parameters similar to other high-molecular-mass HDPE pipe grades, with bead-up time, heating time, and cool-down pressure adjusted to the pipe wall thickness. Surface oxidation from prolonged storage in ultraviolet exposure must be removed before fusion; a surface layer of heavily oxidized material can reduce the weld joint factor.

    When the Molten Tube Leaves the Die Head at High Output

    Process conflicts at elevated throughput on a 75 mm grooved-barrel extruder running a 250 mm diameter SDR 17 pipe arise from the interaction of melt elasticity, die pressure, and cooling capacity. At screw speeds above 120 rpm, the high-molecular-mass fraction in HXB TR-494 supports melt strength to resist sagging of the molten tube between the die exit and the vacuum calibration tank. The lower-molecular-mass fraction reduces the shear viscosity at the die wall, limiting die pressure to a range that avoids excessive head pressure while maintaining output. However, if the melt temperature exceeds 230 °C, the melt stiffness drops and the pipe can develop diameter oscillation and wall-thickness drift. If the melt temperature is too low, below 180 °C, sharkskin melt fracture can appear at the die lip. The acceptable melt-temperature window on a given line is therefore narrower than the full HDPE melting range and must be established with a die-pressure transducer and an in-line ultrasonic wall-thickness gauge. Frozen-in stress from cooling gradients in thick pipe walls is controlled by water temperatures above 15 °C; lower water temperature may improve output but can create ovality and accelerate residual stress failure in the field.

    Comparison dimensions for HXB TR-494 bimodal pipe resin and conventional HDPE pipe compounds
    DimensionConventional unimodal HDPEBimodal HXB TR-494
    Melt shear thinningLimited; broader molecular weight distribution can compromise pipe fracture resistanceGreater at high shear, driven by low-molecular-mass fraction
    Slow crack growthLower PENT at equivalent densityHigher tie-molecule density in high-molecular-mass fraction
    Extrusion die swellModerate; more influenced by melt indexElevated; requires calibration vacuum adjustment
    Hydrostatic classificationTypically PE80 or PE4710 dependent on densitySubject to ISO 12162 listing; must be confirmed for the exact grade

    Compared with an older unimodal high-density pipe resin of similar density, HXB TR-494 shifts the brittle-to-ductile transition to longer times under sustained load without requiring a proportional increase in molecular weight. The bimodal distribution enables a measurable improvement in the ratio of PENT time to melt viscosity. Against a PE80 compound, the higher hydrostatic design-basis class of the HXB TR-494 product family permits thinner walls for a given pressure rating, but the pipe designer must validate the system’s surge and fatigue conditions. Differences from high-molecular-weight film grades are equally important: film-grade resins are not formulated for long-term hydrostatic stress and may fail PENT and RCP qualification despite sharing a similar density. The presence of the hexene comonomer in the high-molar-mass fraction modifies the short-chain branch distribution; this changes the crystalline lamellae thickness distribution and the creep compliance at low strain rates. Published data for this specific configuration is limited for quantitative comonomer placement, but the comparative performance signature is consistent with higher slow crack growth resistance under ASTM F1473 and ISO 13479.

    For municipal water distribution, pipe produced from HXB TR-494 is typically subjected to hydrostatic test regimes involving 1.5 times the nominal pressure rating for 2 hours at ambient temperature, followed by long-term regression testing of selected lots. The extrusion process must maintain wall-thickness tolerance according to ISO 4427 because thickness below the design minimum reduces the calculated hoop stress and may invalidate certification. In gas distribution, the pipe is often coiled or straight-cut and then tested for rapid crack propagation; the S4 critical temperature should be below the minimum service temperature of the network. For high-density polyethylene pipe, the minimum service temperature is commonly limited by impact rather than by pressure, and the grade must demonstrate adequate low-temperature impact resistance as part of the certification program.

    Batch-to-batch variation in the higher-molecular-mass fraction is monitored by the processor through melt-pressure stabilization, die swell changes, and the measured PENT response on retained samples. A shift of the high-molecular-mass fraction toward higher molar mass increases the die swell and the melt pressure at the breaker plate while improving slow crack growth resistance; a shift toward a more uniform distribution reduces melt elasticity but may lower the PENT result. Production-scale experience on a 75 mm grooved-barrel extruder with a 30:1 L/D has shown that these variations are more detectable through die-pressure and melt-temperature probes than through melt flow index alone. Consequently, the acceptance of HXB TR-494 into a pressure-pipe manufacturing line is normally based on a combination of extrusion process stability, short-term tensile and density testing, and the long-term pressure tests required by the applicable pipe standard.

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