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Doc #23 — Materials Properties Handbook

Properties, Working Characteristics, and Substitution Tables for NZ-Available Materials

Phase: 1–2 (Print Early) | Feasibility: [A] Established | Category 2: Precomputed Reference Data and Tables

Unreliable — not for operational use. Produced by AI under human direction and editorial review. This document contains errors of fact, judgment, and emphasis and has not been peer-reviewed. See About the Recovery Library for methodology and limitations. © 2026 Recoverable Foundation. Licensed under CC BY-ND 4.0. This disclaimer must be included in any reproduction or redistribution.
Contents

COMPUTED DATA: MATERIALS PROPERTIES REFERENCE

View the Materials Properties Tables → — Structural materials, fasteners, adhesives, substitution guide, and NZ materials production data.

View the generation script → — Python source code and data sources (AS/NZS standards, BRANZ).


PURPOSE

Engineers selecting materials without property data risk structural failure (wrong alloy for a load-bearing application), wasted scarce materials, and fabrication errors that are costly under isolation. This document provides engineering reference data for materials available in New Zealand under prolonged import disruption, covering metals, timbers, natural fibers, stone and mineral products, animal-derived materials, and existing plastics stocks. For each material class, key mechanical and physical properties are tabulated, along with working characteristics, NZ-specific availability, and practical notes on use. Substitution tables indicate what NZ-available materials can replace imported ones and where performance gaps exist.

All property values are representative ranges drawn from engineering handbooks and NZ-specific sources.1 Actual values vary with grade, processing, condition, temperature, and moisture content. Where NZ-specific data is available, it is used. Where it is not, international standard values are given with a note. Users making safety-critical decisions should verify values through testing where possible.


1. METALS

NZ’s post-event metal supply comes from three sources: NZ Steel Glenbrook production (mild steel from ironsand — Doc #89), the Tiwai Point aluminium smelter (if operational and alumina stocks remain — Doc #109), and recycled metals recovered from existing infrastructure, vehicles, and equipment (Doc #90). No stainless steel, chromium, nickel, tungsten, or tin is produced domestically.

1.1 Properties of NZ-Available Metals

Property Mild steel (NZ Steel) Cast iron (grey) Aluminium (Tiwai) Copper (recycled) Lead (recycled) Bronze (Cu-Sn) Brass (Cu-Zn)
Density (kg/m³) 7,850 7,100–7,300 2,700 8,940 11,340 8,800–8,900 8,400–8,700
Tensile strength (MPa) 370–500 120–250 (tension) 70–180 210–380 12–17 300–500 330–470
Compressive strength (MPa) ~370–500 600–1,200 70–180 210–380 12–16 300–500 330–470
Elastic modulus (GPa) 200–210 80–140 69–72 110–130 13–15 96–120 100–125
Thermal conductivity (W/m·K) 45–55 46–58 200–210 380–400 33–37 50–75 109–120
Melting point (°C) 1,425–1,540 1,150–1,300 660 1,083 327 880–1,000 900–940
Corrosion resistance Poor — rusts readily in NZ maritime climate Poor–moderate Good (oxide film) Good Excellent Good (marine) Moderate
Machinability Good Excellent (grey) Good Good Excellent Good Excellent

Sources: Mild steel values from AS/NZS 3678 (structural steel) and NZ Steel product data.2 Cast iron from general engineering handbooks.3 Aluminium values for commercially pure (1xxx series) and common alloys; exact alloy depends on Tiwai Point product mix.4 Copper, lead, bronze, and brass from standard references; recycled material may vary from these values depending on contamination levels.5

1.2 NZ Availability Ratings

Metal Source Availability Notes
Mild steel NZ Steel Glenbrook (ironsand) HIGH — primary production continues Flat products only; no wire rod, rebar, or sections without mill adaptation (Doc #89)
Cast iron Scrap recycling + foundry (Doc #93) MODERATE — depends on foundry capacity Good for castings; requires coke or electric melting
Aluminium Tiwai Point smelter UNCERTAIN — depends on alumina stocks and smelter status If operational, significant tonnage available; if not, limited to recycled stock
Copper Recycled from wiring, plumbing, motors MODERATE — large installed base, limited mining Historical small mines (Kawau Island, Dun Mountain, Thames district); Australian trade is the long-term source
Lead Recycled from batteries, cable sheathing, flashings MODERATE Lead-acid battery recycling is a primary source (Doc #35)
Bronze Cast from recycled copper + tin (tin is scarce) LOW — tin must be recycled or traded Marine fittings, bearings, bushings; tin availability is the constraint
Brass Cast from recycled copper + zinc (zinc is scarce) LOW — zinc must be recycled or traded Existing brass fittings are the main stock; new production limited by zinc

1.3 Working Notes

Mild steel is NZ’s primary structural and fabrication metal. Glenbrook produces a basic carbon steel suitable for construction, tank fabrication, gasifier bodies, ship plate, and general engineering. Without alloying elements (imported), it is not high-strength or stainless steel. Corrosion in NZ’s humid, salt-laden air requires protective coatings — paint, bitumen, or tallow-based treatments. See Doc #89 for production constraints and Doc #94 for welding.

Cast iron is excellent for castings — engine blocks, stove bodies, pipe fittings, machine bases — where compressive strength matters more than tensile strength and where the material does not need to bend or stretch. Machinable and self-lubricating (graphite flakes in grey iron). NZ foundry capability exists and can expand (Doc #93).

Copper is critical for electrical applications (wire, motor windings, transformer coils) and is NZ’s most strategically constrained metal. Every kilogram of copper in NZ should be treated as irreplaceable until trade is established. Recycling from decommissioned buildings, vehicles, and electronics is the primary near-term source.


2. TIMBERS

NZ’s timber resource is substantial — approximately 1.7 million hectares of plantation forest, predominantly radiata pine, plus native forest reserves (Doc #99).6 Timber is the one structural material NZ can produce indefinitely from a renewable resource.

2.1 Properties of NZ Timber Species

Property Radiata pine Douglas fir Macrocarpa Rimu Totara Red beech
Density, air-dry (kg/m³) 480–530 480–540 430–510 530–610 400–470 600–680
Bending strength MOR (MPa) 70–90 80–100 60–80 65–95 55–75 90–115
Modulus of elasticity MOE (GPa) 8–10 10–13 7–9 8–11 6–8 11–14
Compressive strength (MPa) 35–50 40–55 30–45 30–48 25–40 45–60
Shear strength (MPa) 8–11 8–12 7–10 8–11 7–9 10–14
Natural durability (ground contact) Very low — rots quickly Low–moderate Moderate–high Moderate High Moderate
Treatability (preservative uptake) Excellent (sapwood) Poor (heartwood) Poor Poor Moderate Poor
Primary NZ use General construction, framing Structural, poles Fencing, outdoor furniture Flooring, finishing Carving, marine, posts Heavy construction, bridges

Sources: NZ Timber Design Guide (NZ Wood / BRANZ), NZS 3603 (Timber Structures Standard), and published data from Scion (NZ Forest Research Institute).7 Values are for air-dry timber at approximately 12% moisture content. Green (freshly felled) timber has lower strength — approximately 60–80% of air-dry values depending on species and property.

2.2 NZ Availability Ratings

Species Availability Stock estimate Notes
Radiata pine VERY HIGH ~1.6 million ha plantation; ~450–550 million m³ standing8 Dominant species; fast-growing (25–30 year rotation); readily available nationwide
Douglas fir MODERATE ~90,000–110,000 ha plantation, mostly Canterbury/Otago Stronger than radiata; slower-growing (35–45 year rotation)
Macrocarpa MODERATE Widely planted as shelter; ~40,000–80,000 ha estimated Naturally durable heartwood; variable quality
Rimu LOW — conservation restrictions Standing native forest; not plantation-grown Logging restrictions likely relaxed under emergency; excellent finish timber
Totara LOW — conservation restrictions Scattered in native forest; some farm plantings Highly durable; traditional Maori building and carving timber
Red beech LOW–MODERATE Extensive native stands, mostly South Island Very strong; excellent for heavy structural use; slow-growing

2.3 Working Notes

Radiata pine is NZ’s workhorse timber. It is abundant, fast-growing, easy to work, and readily takes preservative treatment (sapwood). Its weakness is durability — untreated radiata rots rapidly in ground contact or exposed conditions (NZ Building Code requires H3.2 or higher treatment for exposed timber, H5 for ground contact).9 When CCA and boron treatment chemicals are exhausted, alternative preservation methods become necessary: charring (shou sugi ban technique), pine tar coating (Doc #102), hot linseed oil treatment, or accepting shorter service life and planning for replacement. Alternatively, specify naturally durable species (macrocarpa heartwood, totara) for ground-contact and exposed applications.

Douglas fir is stronger and stiffer than radiata, making it preferred for structural applications where spans are long or loads heavy. It is also more naturally durable than radiata, though still not suitable for ground contact without treatment. NZ’s Douglas fir plantations are concentrated in the South Island.

Native timbers (rimu, totara, beech, kahikatea, matai) offer properties — natural durability, hardness, beauty — that plantation species cannot match. Under recovery conditions, carefully managed selective harvesting of native timber for specific high-value applications (boat keels, marine piles, bearing surfaces, tool handles) is a rational use of the resource. Totara was the primary building timber of pre-European Maori construction and waka (canoe) building, and traditional knowledge of its selection and working is held in Maori communities.10


3. NATURAL FIBERS

3.1 Properties of NZ-Available Fibers

Property Harakeke (muka) Wool Hemp Cotton (stockpile only)
Tensile strength (MPa) 440–990 120–170 550–900 300–600
Elastic modulus (GPa) 14–33 2–4 30–70 5–13
Elongation at break (%) 2–5 25–45 1–4 3–10
Density (g/cm³) 1.3–1.5 1.28–1.32 1.4–1.5 1.5–1.6
Moisture absorption (%) 10–15 (ambient); 30–40+ (saturated) 13–18 (ambient); up to 33 8–12 7–11
Rot resistance Moderate (needs drying) Good (lanolin) Poor (untreated) Poor
NZ availability HIGH — native, abundant VERY HIGH — major industry LOW — minimal NZ production NONE — import only

Sources: Harakeke data from Carr et al., 2005 and Scion research.11 Wool from NZ Wool Testing Authority and international fiber science references.12 Hemp and cotton from standard textile engineering references.13

3.2 Working Notes

Harakeke (Phormium tenax) is NZ’s most important domestic fiber for rope, cordage, sacking, and coarse textiles. Tensile strength is comparable to manila hemp (abaca), with the strongest cultivars exceeding it.14 See Doc #100 for full processing chain, cultivar selection, and scaling. Performance gap vs. synthetic rope: heavier when wet, requires maintenance (drying, tarring for marine use), more variable in quality. These gaps are real but manageable — natural fiber rope served all maritime, agricultural, and industrial needs before synthetic alternatives became widespread in the mid-20th century.15

Wool is NZ’s primary textile fiber — approximately 120,000–140,000 tonnes per year production.16 Excellent for clothing, insulation, blankets, and filtration. Not well suited to rope (too stretchy, too valuable). Complementary to harakeke: wool for clothing, harakeke for cordage and industrial textiles.

Hemp would be an excellent complementary fiber crop if seed stock is available, but NZ’s pre-event hemp industry is minimal — limited to a small number of licensed growers producing primarily for seed oil and niche textiles.17 Not a near-term resource.


4. STONE, MINERAL, AND CEMENTITIOUS MATERIALS

4.1 Properties

Property Concrete (20 MPa mix) Fired brick Limestone Basalt Granite
Density (kg/m³) 2,300–2,400 1,800–2,200 2,300–2,700 2,800–3,000 2,600–2,800
Compressive strength (MPa) 20–40 (by design) 10–70 20–80 100–300 100–250
Tensile strength (MPa) 2–4 (weak in tension) 2–5 3–8 10–30 7–25
Elastic modulus (GPa) 20–30 5–25 20–60 60–100 40–70
Thermal conductivity (W/m·K) 1.0–1.8 0.6–1.3 1.3–2.0 1.3–2.3 2.0–3.5
Corrosion / weathering Good if reinforcement protected Excellent (fired) Soluble in acid rain; weathers slowly Excellent Excellent

Sources: Concrete properties per NZS 3101 (Concrete Structures Standard) and NZ Ready Mixed Concrete Association data.18 Stone properties from general geological and engineering references; NZ-specific stone data from GNS Science publications.19

4.2 NZ Availability

Material Source Availability
Concrete NZ cement (Golden Bay Cement, Holcim — limestone + pozzolan); aggregate from NZ quarries HIGH — NZ produces cement domestically (Doc #97)
Fired brick NZ clay deposits (Huntly, Canterbury, others); existing NZ brick manufacturers MODERATE — existing industry, expandable
Limestone Golden Bay, Otorohanga, Te Kuiti, other NZ deposits HIGH — widespread deposits
Basalt Volcanic regions, especially Auckland, Northland, Central Plateau HIGH — abundant in volcanic NZ
Granite Limited in NZ — some Fiordland, Coromandel, Stewart Island exposures LOW — NZ has limited granite; basalt and greywacke are the common hard stones
Pounamu (nephrite jade) West Coast South Island LOW — limited supply, culturally significant

4.3 Working Notes

Concrete remains NZ’s primary mass construction material under recovery conditions. NZ produces cement from domestic limestone and volcanic pozzolan (Doc #97). The constraint is reinforcing steel — without rebar (which Glenbrook does not currently produce — Doc #89), reinforced concrete becomes difficult. Unreinforced concrete and mass concrete (foundations, walls, dams) are feasible. Timber and harakeke fiber have been investigated as alternative reinforcement but with inferior performance to steel rebar.20

Pounamu (greenstone, nephrite jade) is an engineering material as well as a cultural taonga. Nephrite is extremely tough — among the toughest natural materials known — with a compressive strength of 700–1,000+ MPa and excellent resistance to fracture. Historically used by Maori for adze blades (toki), chisels, and weapons. Its toughness (as distinct from hardness) makes it superior to many stones for cutting tools. However, supply is limited to the West Coast of the South Island, extraction is labour-intensive, and its cultural significance means any use must be in partnership with mana whenua (Ngai Tahu).21


5. ANIMAL-DERIVED MATERIALS

Property Leather (cattle) Tallow (rendered fat) Bone Horn
Density (kg/m³) 860–1,020 900–920 1,800–2,000 1,200–1,350
Tensile strength (MPa) 10–40 n/a (liquid/solid fat) 100–150 (compact bone) 30–80
Thermal conductivity (W/m·K) 0.14–0.16 0.17–0.21 0.3–0.6 0.35–0.50
Key properties Flexible, durable, water-resistant Lubricant, soap feedstock, candle wax Hard, workable, takes polish Tough, flexible, workable
NZ availability HIGH — large livestock industry HIGH — byproduct of meat processing HIGH HIGH

Sources: Leather properties from tanning industry references.22 Tallow from NZ meat processing industry data.23 Bone and horn from materials science references.24

5.1 Working Notes

Leather requires tanning — a chemical process using either vegetable tannins (from NZ bark sources: manuka, kanuka, tanekaha) or chrome salts (imported, finite). Vegetable tanning produces functional leather but is slower (weeks to months vs. hours to days for chrome tanning) and produces a stiffer product.25 NZ has abundant hides from cattle and sheep slaughter. Leather is essential for footwear, belting (power transmission), gaskets, harness, and protective clothing. See Doc #101 for tanning processes.

Tallow is one of NZ’s most versatile animal products under recovery conditions: lubricant for machinery (inferior to petroleum lubricant but functional for many applications — Doc #34), soap feedstock (Doc #37), candle wax, leather dressing, and wood preservative. NZ processes approximately 140,000–160,000 tonnes of tallow per year under normal conditions.26


6. PLASTICS (EXISTING STOCK ONLY)

NZ has no domestic petrochemical feedstock for plastic manufacture.27 All plastic in NZ is existing stock — in products, packaging, pipes, containers, building materials, vehicles, and waste streams. Plastics are a depleting resource to be conserved, repurposed, and recycled where possible.

6.1 Common Plastics in NZ Infrastructure

Type Common uses in NZ Density (kg/m³) Tensile strength (MPa) Service temp max (°C) UV resistance Degradation concern
HDPE Water pipe, milk bottles, tanks 940–970 25–45 80–120 Moderate Embrittles with UV over years–decades
PVC Drain pipe, cable insulation, guttering 1,300–1,450 40–60 60–80 Poor–moderate Embrittles; releases HCl if burned
PP Containers, rope, agricultural film 900–910 30–40 100–130 Poor Degrades significantly with UV
PET Bottles, some textiles 1,330–1,400 55–75 70–120 Moderate Relatively stable in storage
LDPE Plastic bags, agricultural film, cling wrap 910–940 8–20 80–100 Poor UV-degrades rapidly when exposed
Nylon (PA) Rope, fishing line, gears, bearings 1,120–1,150 60–85 80–150 Moderate Absorbs moisture; stable otherwise

Sources: General polymer engineering references.28

6.2 Working Notes

Do not burn plastics for disposal — most release toxic fumes (PVC releases hydrochloric acid gas). Plastic in good condition should be conserved for its original function or repurposed. PVC pipe in NZ’s water and drainage infrastructure is a long-lived asset — expected service life of 50–100+ years if undamaged — and should be maintained rather than replaced.29

Nylon and polypropylene rope is finite and irreplaceable (Doc #100). All synthetic rope should be rationed and reserved for applications where harakeke rope cannot substitute — specifically high-strength, low-stretch applications like halyard rigging, safety lines, and lifting slings. Harakeke rope should progressively replace synthetic for general-purpose cordage.

Recycling is limited without industrial chemical processing. Thermoplastics (HDPE, PP, PET) can be melted and remoulded, but this requires controlled heating (temperature must stay within a workable range to avoid decomposition), moulds or forming equipment, and careful sorting by polymer type — mixed plastics produce weak, unreliable products. This extends the useful life of plastic stock but does not create new material, and each recycling cycle degrades the polymer. Thermosets (epoxies, polyesters in fibreglass) cannot be remelted.


7. SUBSTITUTION TABLES

These tables indicate what NZ-available materials can substitute for commonly imported materials. The performance gap column is critical — most substitutions involve genuine compromises that engineers and planners must account for.

7.1 Metals Substitution

If you need… (imported) Consider… (NZ-available) Performance gap Notes
Stainless steel Mild steel + paint/bitumen coating Corrodes without maintenance; requires periodic recoating Acceptable for structure; not for food-contact or chemical applications
Structural sections (I-beam, channel) Fabricated plate sections (welded) or timber Welded sections heavier, slower to produce; timber has lower span/load capacity Welded plate I-beams are standard practice for large structures
Rebar (reinforcing bar) Deformed wire from rod (if rod production achieved); or timber/harakeke reinforcement Timber/fiber reinforcement is much weaker than steel rebar Unreinforced mass concrete may be preferable for some applications
Copper (new) Recycled copper; aluminium for electrical (if available) Aluminium has 60% of copper’s conductivity; requires larger cross-section Prioritise copper for motors and transformers; aluminium for overhead lines
Zinc (for galvanising) Paint, bitumen, tallow coating, pine tar All alternatives require periodic maintenance; shorter service life Accept higher maintenance burden
Tin (for tinplate, solder) Lead-based solder (health risk); wax or lacquer for food containers Lead solder is toxic — not for water or food contact; wax coating is short-lived Glass or ceramic containers for food storage where possible
Nickel, chromium No NZ substitute No substitute for corrosion-resistant alloys Conserve existing stainless steel for critical applications (surgical, food processing)

7.2 Fiber and Textile Substitution

If you need… (imported) Consider… (NZ-available) Performance gap Notes
Nylon rope Harakeke rope Heavier wet, less elastic, requires maintenance (drying, tarring) Functional for nearly all applications; use safety factor of 5:1 to 10:1
Cotton fabric Wool (clothing); harakeke (industrial textile) Wool is warmer/heavier than cotton; harakeke is coarser No NZ-grown cotton substitute; wool is superior for cold-climate clothing
Fibreglass (GRP) Harakeke-fiber composite (experimental) Lower strength-to-weight; requires development Research-stage only; for boat hulls, timber construction is proven
Polypropylene baling twine Harakeke twine Must be protected from persistent moisture Functional substitute; NZ historically used flax twine for this

7.3 Construction Material Substitution

If you need… (imported) Consider… (NZ-available) Performance gap Notes
Treated radiata pine (CCA) Macrocarpa heartwood; totara; charred radiata; pine-tar-treated radiata Natural durability species are scarcer; charring/tar treatment less proven at scale For ground contact: use naturally durable species. For above ground: charring or tar is adequate
Plywood (glued panels) Sawn timber; laminated timber with casein or hide glue Less dimensionally stable; thicker and heavier for equivalent structural performance Casein glue (from milk protein) is moderately water-resistant but not waterproof; hide glue fails in wet conditions
Glass (new) NZ glass production from Parengarenga silica sand (Doc #98) NZ glass production must be established; quality may be lower initially Existing glass stock should be conserved and recycled
Plastic pipe (new) Existing PVC/PE pipe (maintain); clay pipe; cast iron pipe; timber pipe (large diameter) Clay and iron pipe are heavier and harder to install; timber pipe is short-lived Protect existing plastic pipe infrastructure — it lasts decades
Rubber (seals, gaskets, hose) Leather; cork (not NZ-grown); tallow-impregnated harakeke; recycled rubber All alternatives are significantly inferior for dynamic seals and high-pressure applications NZ’s hardest materials gap; recycled rubber extends existing stock

8. DATA SOURCES AND LIMITATIONS

8.1 Primary sources for NZ-specific data

  • NZS 3603:1993 — Timber Structures Standard (NZ timber properties and design values)
  • NZS 3101:2006 — Concrete Structures Standard
  • AS/NZS 3678 — Structural steel (covers NZ Steel product)
  • NZ Timber Design Guide (NZ Wood / BRANZ) — comprehensive NZ timber data
  • Scion (NZ Forest Research Institute) — timber and natural fiber research30
  • GNS Science — geological, mineral, and stone data for NZ31
  • NZ Steel / BlueScope technical product data sheets32
  • BRANZ (Building Research Association of NZ) — building materials performance data33

8.2 International reference sources

Where NZ-specific data is unavailable (metals other than NZ Steel products, general polymer properties, animal products), values are drawn from standard engineering references:

  • Marks’ Standard Handbook for Mechanical Engineers
  • ASM Metals Handbook
  • Materials Science and Engineering (Callister & Rethwisch)
  • Engineering Toolbox (www.engineeringtoolbox.com)

8.3 Limitations

This document provides representative ranges, not guaranteed design values. The following limitations apply:

  1. Recycled metals may have properties different from published values due to contamination (tramp elements in recycled steel, impurities in recycled copper — Doc #90).
  2. Timber properties vary significantly with moisture content, growth rate, defects (knots, grain deviation), and position within the tree. The values in Section 2 are for clear, straight-grained, air-dry timber. Structural design must account for defects using the grading system in NZS 3603.
  3. Natural fiber properties vary with cultivar, growing conditions, extraction method, and age. The harakeke values span a wide range reflecting this variability. Production rope should be destructively tested to establish actual working loads (Doc #100).
  4. Concrete properties depend entirely on mix design, aggregate quality, water-cement ratio, curing, and reinforcement. The values in Section 4 are for a standard 20–40 MPa mix — actual properties are specified by the engineer for each application.
  5. Nuclear winter effects on material supply are addressed in individual documents (Doc #99 for timber growth rates, Doc #74 for pastoral products, Doc #89 for steel production). This document provides baseline properties, not production volumes.

CROSS-REFERENCES

Topic Document
Steel production and constraints Doc #89 — NZ Steel Glenbrook
Scrap metal recycling Doc #90 — Scrap Metal as Resource
Machine shop operations Doc #91 — Machine Shop Operations
Foundry and casting Doc #93 — Foundry Work
Welding consumables Doc #94 — Welding Electrode Fabrication
Cement and concrete Doc #97 — Cement and Concrete
Glass production Doc #98 — Glass Production
Timber processing Doc #99 — Timber Processing
Harakeke fiber Doc #100 — Harakeke Fiber Processing
Leather tanning Doc #101 — Tanning and Leather
Charcoal and pine tar Doc #102 — Charcoal Production
Wire and fencing Doc #105 — Wire Drawing and Fencing
Engineering reference tables Doc #17 — Engineering Reference Tables
Lubricants Doc #34 — Lubricant Production

FOOTNOTES


  1. Property values in this document are representative ranges compiled from NZ standards, international engineering handbooks, and published research. They are suitable for preliminary design and planning. For safety-critical applications, values should be verified against the relevant NZ or international standard and, where possible, confirmed by material testing. Primary sources include Marks’ Standard Handbook for Mechanical Engineers (various editions), ASM Metals Handbook (ASM International), NZ standards (NZS 3603, NZS 3101, AS/NZS 3678), and Scion (NZ Forest Research Institute) publications.↩︎

  2. NZ Steel / BlueScope Steel NZ product data and specifications. AS/NZS 3678:2016 (Structural steel — Hot-rolled plates, floorplates and slabs) covers grades produced at Glenbrook. See BlueScope Steel NZ technical data sheets. https://www.bluescopenzsteel.co.nz/↩︎

  3. Cast iron properties: Grey cast iron (ASTM A48 / AS 1830 equivalent). Compressive strength of grey cast iron is 3–5 times its tensile strength — this is a defining characteristic. See: ASM Metals Handbook, Volume 1: Properties and Selection — Irons, Steels, and High-Performance Alloys, ASM International.↩︎

  4. Aluminium properties depend strongly on alloy and temper. Tiwai Point produces primary aluminium ingot, which would need to be alloyed and processed downstream. Commercially pure aluminium (1050, 1100) has tensile strength ~70–130 MPa; common alloys (6061-T6) reach ~310 MPa. See: Aluminium Design Manual, The Aluminium Association; Rio Tinto NZAS operational information.↩︎

  5. Copper, lead, bronze, and brass properties from ASM Metals Handbook and standard metallurgical references. Recycled copper may contain impurities (tin, lead, iron) that affect conductivity and mechanical properties. Electrolytic refining (which requires sulfuric acid — Doc #113) can purify recycled copper to high conductivity; without refining, recycled copper is adequate for mechanical applications but may be sub-optimal for electrical use.↩︎

  6. NZ plantation forest area: approximately 1.7 million hectares as of the early 2020s, with ~90% radiata pine. See: Ministry for Primary Industries (MPI), National Exotic Forest Description (NEFD), published annually. https://www.mpi.govt.nz/↩︎

  7. NZ timber properties: NZ Timber Design Guide (NZ Wood / BRANZ), which consolidates data from NZS 3603:1993 (Timber Structures Standard) and Scion research publications. Species-specific data from Scion’s Timber Properties database. Values for bending strength (MOR — Modulus of Rupture) and MOE (Modulus of Elasticity) are for small clear specimens; structural design values are lower to account for defects and size effects.↩︎

  8. NZ plantation forest area: approximately 1.7 million hectares as of the early 2020s, with ~90% radiata pine. See: Ministry for Primary Industries (MPI), National Exotic Forest Description (NEFD), published annually. https://www.mpi.govt.nz/↩︎

  9. NZ Building Code treatment requirements: NZ Building Code B2/AS1 specifies hazard class (H-class) requirements for timber in different exposure conditions. H3.2 for timber exposed to weather but not in ground contact; H5 for timber in ground contact. Treatment is typically CCA (copper-chrome-arsenic) for exterior use or boron for interior/dry use. See: BRANZ, Timber Treatment. https://www.branz.co.nz/↩︎

  10. Totara in Maori construction: Totara (Podocarpus totara) was the primary timber for Maori building and carving due to its straight grain, workability, and exceptional natural durability. Waka (canoe) hulls, palisade posts (pou), and carved panels (whakairo) were typically totara. See: Best, E., “The Maori,” Polynesian Society Memoirs, 1924. Also: Te Papa Tongarewa ethnographic documentation.↩︎

  11. Harakeke fiber properties: Carr, D.J., Cruthers, N.M., Laing, R.M., and Niven, B.E., “Fibre from Three Cultivars of New Zealand Flax (Phormium tenax),” Textile Research Journal, 75(2), 2005, pp. 93–98. https://doi.org/10.1177/004051750507500201. Also: Scion research on harakeke as a natural fiber for composites and industrial use.↩︎

  12. Wool properties: NZ Wool Testing Authority (NZWTA) and international fiber property data. Wool tensile strength is low compared to plant fibers but wool’s elasticity (25–45% elongation) is a defining advantage for textile applications — it resists permanent deformation and recovers shape. See: Wool Science (Simpson and Crawshaw, eds.), Woodhead Publishing.↩︎

  13. Hemp and cotton fiber properties: Standard textile engineering references. See: Kozlowski, R. (ed.), Handbook of Natural Fibres, Woodhead Publishing, 2012. Also: Bledzki, A.K. and Gassan, J., “Composites reinforced with cellulose based fibres,” Progress in Polymer Science, 24(2), 1999.↩︎

  14. Harakeke vs. manila hemp comparison: Manila hemp (abaca, Musa textilis) has typical tensile strength of 400–980 MPa. The strongest harakeke cultivars (e.g., Tapamangu) reach the upper end of this range. See: Carr et al., 2005 (footnote 10) for harakeke data; Bledzki and Gassan, 1999 for abaca comparison values.↩︎

  15. Natural fiber cordage history: Synthetic ropes (nylon, polypropylene, polyester) became commercially dominant from the 1950s–1960s. Prior to this, all rope for maritime, agricultural, and industrial use was natural fiber — primarily manila, sisal, hemp, and locally available plant fibers. See: Tyson, W., Rope: A History of the Hard Fibre Cordage Industry, Wheatland Journals, 1966.↩︎

  16. NZ wool production: approximately 120,000–140,000 tonnes per year. Beef + Lamb New Zealand Economic Service, Compendium of New Zealand Farm Facts. https://beeflambnz.com/↩︎

  17. NZ hemp industry: NZ permits licensed industrial hemp cultivation under the Misuse of Drugs (Industrial Hemp) Regulations 2006. As of the early 2020s, the planted area is small — typically under 1,000 ha — and focused on seed oil and fiber trials rather than large-scale textile production. See: MPI (Ministry for Primary Industries) hemp industry reporting. https://www.mpi.govt.nz/↩︎

  18. NZ concrete standards and properties: NZS 3101:2006 (Concrete Structures Standard); NZ Ready Mixed Concrete Association specifications. Standard structural concrete in NZ is specified at 20–40 MPa compressive strength at 28 days. Higher-strength mixes (50–80+ MPa) are achievable but require careful aggregate selection and mix design.↩︎

  19. NZ stone properties: GNS Science geological publications; BRANZ Building Stone in New Zealand fact sheets. NZ’s common building stones include greywacke (a hard sandstone, widespread), basalt (volcanic regions), and Oamaru stone (a soft limestone, primarily South Island). Granite is rare in NZ compared to Australia or the Northern Hemisphere. https://www.gns.cri.nz/↩︎

  20. Alternative concrete reinforcement: Timber and natural fiber reinforcement of concrete has been researched but remains experimental. Bamboo reinforcement has been studied internationally; NZ does not have structural bamboo species. Harakeke fiber reinforcement of cement composites has been investigated at NZ universities (see Scion and University of Auckland research) but provides significantly less tensile reinforcement than steel rebar. Unreinforced mass concrete structures (gravity dams, thick walls, foundations) do not require reinforcement by design.↩︎

  21. Pounamu properties: Nephrite jade has a Mohs hardness of 6–6.5 and an exceptionally high fracture toughness (~10–20 MPa·m^0.5), making it one of the toughest natural materials. Its interlocking fibrous crystal structure resists crack propagation. See: Broz, M.E. et al., “Microhardness, toughness, and modulus of Mohs scale minerals,” American Mineralogist, 91, 2006. Culturally, pounamu is a taonga under Ngai Tahu authority per the Ngai Tahu Claims Settlement Act 1998.↩︎

  22. Leather properties: Variable depending on tanning method, animal source, and thickness. Cattle leather in NZ is widely available from the meat processing industry. See: LASRA (Leather and Shoe Research Association of NZ — now part of NZ Leather and Shoe Research Association). General tanning chemistry from standard references.↩︎

  23. NZ tallow production: NZ exports approximately 140,000–160,000 tonnes of tallow and tallow-based products per year, a byproduct of the meat processing industry. See: MPI (Ministry for Primary Industries) export data; Beef + Lamb NZ statistics.↩︎

  24. Bone and horn properties: Bone (compact/cortical) has a compressive strength of approximately 170–190 MPa and tensile strength of 100–150 MPa. Horn (keratin-based) is tough and flexible. Properties from: Currey, J.D., Bones: Structure and Mechanics, Princeton University Press, 2002. Also: general biomaterials engineering references.↩︎

  25. Tanning timescales: Chrome tanning typically completes in 1–3 days; vegetable tanning requires 3–12 weeks depending on hide thickness and tannin concentration, with heavy hides sometimes requiring several months. Vegetable-tanned leather is firmer, thicker, and less elastic than chrome-tanned leather. See: Covington, A.D., Tanning Chemistry: The Science of Leather, Royal Society of Chemistry, 2009.↩︎

  26. NZ tallow production: NZ exports approximately 140,000–160,000 tonnes of tallow and tallow-based products per year, a byproduct of the meat processing industry. See: MPI (Ministry for Primary Industries) export data; Beef + Lamb NZ statistics.↩︎

  27. NZ petrochemical feedstock: NZ has small natural gas fields (Taranaki basin) but no naphtha cracker or ethylene production facility. Methanex NZ produces methanol from natural gas but not polymer-grade feedstocks. Without imported ethylene, propylene, or other monomers, large-scale plastic manufacture is not feasible. See: MBIE (Ministry of Business, Innovation and Employment), NZ energy sector data.↩︎

  28. Polymer properties: Standard references include Polymer Handbook (Brandrup and Immergut, eds., Wiley-Interscience) and Engineering Plastics (ASM International). UV degradation rates are highly variable with formulation, stabiliser package, and exposure conditions. The “service temp max” values are approximate continuous service temperatures; short-term exposure to higher temperatures may be acceptable.↩︎

  29. PVC pipe service life: BRANZ and NZ pipe manufacturers (Marley, Iplex/Aliaxis) specify design life of 50–100 years for PVC pressure pipe under normal operating conditions. In-ground pipe protected from UV has indefinite life if not mechanically damaged. See: Plastics NZ / Plastics Industry Pipe Association of Australia and NZ (PIPA). https://www.branz.co.nz/↩︎

  30. Scion (NZ Forest Research Institute): NZ’s crown research institute for forestry and wood products. Located in Rotorua. Publishes NZ-specific timber properties, treatment research, and natural fiber data. https://www.scionresearch.com/↩︎

  31. GNS Science (Institute of Geological and Nuclear Sciences): NZ’s geoscience research institute. Publishes geological maps, mineral occurrence data, and materials characterisation for NZ rocks and minerals. https://www.gns.cri.nz/↩︎

  32. NZ Steel / BlueScope Steel NZ product data and specifications. AS/NZS 3678:2016 (Structural steel — Hot-rolled plates, floorplates and slabs) covers grades produced at Glenbrook. See BlueScope Steel NZ technical data sheets. https://www.bluescopenzsteel.co.nz/↩︎

  33. BRANZ (Building Research Association of New Zealand): NZ’s independent building research organisation. Publishes guidance on building materials performance, durability, and compliance with the NZ Building Code. https://www.branz.co.nz/↩︎