[{"data":1,"prerenderedAt":5381},["ShallowReactive",2],{"contact-global":3,"home-v2":37,"designTypes":50,"experiences":559,"methods":3801,"specifications":3891},{"addresses":4,"emails":14,"phones":18,"socialLinks":28},[5,8,11],{"address":6,"countryCode":7},"177 Wellington Road, East Brisbane QLD 4169","AUS",{"address":9,"countryCode":10},"250 B Boulevard Saint-Germain, 75007 Paris","FR",{"address":12,"countryCode":13},"188 Quay Street, Auckland Central, Auckland 1010","NZ",[15],{"countryCode":16,"email":17},null,"info@futureproofsolutions.com.au",[19,22,25],{"countryCode":7,"longPhoneNumber":20,"shortPhoneNumber":21},"+61 1300 391 434","1300 391 434",{"countryCode":10,"longPhoneNumber":23,"shortPhoneNumber":24},"+33 01 82 72 61 24","01 82 72 61 24",{"countryCode":13,"longPhoneNumber":26,"shortPhoneNumber":27},"+64 09 973 4119","09 973 4119",[29,33],{"socialNetworkLink":30,"socialNetworkType":31},"https://www.facebook.com/people/Future-Proof-Solutions/100057368412879/",[32],"facebook",{"socialNetworkLink":34,"socialNetworkType":35},"https://au.linkedin.com/company/futureproof-solutions",[36],"linkedin",{"seo":38,"hero":42},{"title":39,"description":40,"keywords":41},"Future Proof Solutions ","At Future Proof Solutions , we’re focused on the engineering and delivery of trenchless projects. Our range of products and services, combined with cutting edge technology, project experience, and our network of industry specialists, allow us to look ahead, formulate, and deliver optimal trenchless outcomes.We’re a responsive, motivated, and innovative team","HDD, Trenchless Engineering, Pipeline Design, Borely, Construction, Infrastructure",{"title":43,"subtitle":44,"ctaOne":45,"ctaTwo":48},"Trusted in Trenchless","\u003Cp>We deliver constructible \u003Cstrong>trenchless design and engineering solutions for complex crossings worldwide\u003C/strong> — from concept through to construction \u003C/p>\n",{"title":46,"link":47},"Our Services","/expertise",{"title":49,"link":49},"",{"methodsTabs":51,"section":556,"seo":558},[52,177,238,299,376,477],{"name":53,"designTypes":54},"HDD",[55,82,102,122,142,160],{"slug":56,"title":57,"excerpt":58,"description":59,"methods":60,"crossings":61,"services":62,"relatedExperience":68,"tags":69,"cta":76,"seo":79},"horizontal-directional-drilling","Horizontal Directional Drilling(HDD) ","\u003Cp>Standard HDD with straight alignment and simple profile geometry.\u003C/p>\n","\u003Cp>Simple Arrangement HDD designs facilitate the effective installation of pipelines along a straightforward alignment and profile suitable for variety of rig sizes and specifications. The method is ideal for crossings beneath roads, railways, water bodies, or environmentally sensitive areas, from surface to surface. The designs evaluate drilling rig capacity and specifications, BHA tool and drill pipe selection, minimum and maximum depth of cover, drilling fluid properties, and borehole stability, while also assessing maximum installation forces to ensure product pipe material limits are not exceeded.\u003C/p>\n\u003Cp>The designs plan optimal/viable entry and exit angles, BHA and pipe radii, settlement and hydrofracture risk mitigation, bore annulus flow direction, surface or conductor casing requirements, equipment placement, and pipe pullback geometry, based on geotechnical conditions, surface topography, and existing services. The use of this design type is effective for short to long-length crossings for various pipe diameters, from single installations to bundled configurations.\u003C/p>\n",[53],[],[63,64,65,66,67],"Trenchless Engineering","Constructibility Review","Project Implementation","Superintendent Representation","Tender Management",[],[70,71,72,73,74,75],{"name":53},{"name":63},{"name":64},{"name":65},{"name":66},{"name":67},{"text":77,"link":78},"View design type","/learning-hub?designType=horizontal-directional-drilling#design-types",{"title":80,"description":81,"keywords":49},"Horizontal Directional Drilling(HDD)","Standard HDD with straight-alignment and simple profile geometry.",{"slug":83,"title":84,"excerpt":85,"description":86,"methods":87,"crossings":88,"services":89,"relatedExperience":90,"tags":91,"cta":98,"seo":100},"hdd-complex-geometry","HDD Complex Geometry","\u003Cp>Complex HDD geometry using horizontal and additional vertical radii\u003C/p>\n","\u003Cp>The trenchless design for HDD Complex Geometry incorporates horizontal bends and/or inverted vertical radii to optimize crossing constructability in challenging conditions. This method is used where crossings encounter complex geotechnical conditions, variable topography along the alignment, significant elevation differences between entry and exit points, or where specific geometries are required to facilitate pipe breakover and stringing. Additionally, it allows for the incorporation of extra radii to navigate around existing services or structures, ensuring a feasible and customized final pipe installation. The design analyses rig capacities, steering equipment tolerances, drill string torque and tension limits, reaming cut sizes, and surface/conductor casing requirements. This design type is particularly effective for complex alignments requiring planned changes in geometry to avoid property boundaries, optimize constructability where simple arrangements are not suitable, or seamlessly transition into the planned trenched pipe alignment/profile.\u003C/p>\n",[53],[],[63,64,65,66,67],[],[92,93,94,95,96,97],{"name":53},{"name":63},{"name":64},{"name":65},{"name":66},{"name":67},{"text":77,"link":99},"/learning-hub?designType=hdd-complex-geometry#design-types",{"title":84,"description":101,"keywords":49},"Complex HDD geometry using horizontal and additional vertical radii",{"slug":103,"title":104,"excerpt":105,"description":106,"methods":107,"crossings":108,"services":109,"relatedExperience":110,"tags":111,"cta":118,"seo":120},"hdd-intersect","HDD - Intersect","\u003Cp>Dual-entry HDD for extra-long crossings or complex geotechnical conditions\u003C/p>\n","\u003Cp>The trenchless design utilising the HDD Intersect Method enables the installation of long-distance crossings by drilling pilot holes from both ends of the planned crossing and meeting at a predetermined subsurface intersection point. This method is employed for crossings that exceed conventional HDD rig and BHA capacities or where geotechnical conditions present construction risks to standard HDD methodologies. The design requires precise planning to ensure the drilling of intersecting pilot holes are achieved within acceptable tolerances. The design analyses rig capacities, steering equipment tolerances, drill string torque and tension limits, reaming cut sizes, and surface/conductor casing requirements. Borehole geometry and intersection location are planned with consideration of geotechnical conditions and viable contingencies to ensure a successful intersection before commencing more conventional borehole reaming. This method is particularly effective for extra-long pipeline crossings, and/or crossing with variable/complex geotechnical conditions.\u003C/p>\n",[53],[],[63,64,65,66,67],[],[112,113,114,115,116,117],{"name":53},{"name":63},{"name":64},{"name":65},{"name":66},{"name":67},{"text":77,"link":119},"/learning-hub?designType=hdd-intersect#design-types",{"title":104,"description":121,"keywords":49},"Dual-entry HDD for extra-long crossings or complex geotechnical conditions",{"slug":123,"title":124,"excerpt":125,"description":126,"methods":127,"crossings":128,"services":129,"relatedExperience":130,"tags":131,"cta":138,"seo":140},"hdd-outfall-shore-approach","HDD - Outfall/Shore Approach","\u003Cp>Long trenchless crossings of coastal or river environments to underwater locations\u003C/p>\n","\u003Cp>HDD Outfall/Shore Approach Geometry facilitates pipeline designs extending from onshore locations to underwater offshore locations without surface excavation in between. This method is essential for marine outfalls, coastal intakes, and river discharges, as well as various other underwater pipeline applications where open-cut trenching, or other is not viable. In addition to normal trenchless design works, these types of designs evaluate borehole establishment, viable pipeline installation methodologies, seabed stability, buoyancy control, pipe free spans, and tolerances to ensure accuracy between design and as-built conditions. Product pipe capacities, drilling fluid volumes/pressures, and tidal influences are assessed to prevent bore hole instability and ensure successful pipe installation. Planned geometry accounts for marine equipment capabilities and availability at the specific offshore location. This method is particularly effective for wastewater, desalination, communication and energy transmission projects requiring pipeline construction to marine environments.\u003C/p>\n",[53],[],[63,64,65,66,67],[],[132,133,134,135,136,137],{"name":53},{"name":63},{"name":64},{"name":65},{"name":66},{"name":67},{"text":77,"link":139},"/learning-hub?designType=hdd-outfall-shore-approach#design-types",{"title":124,"description":141,"keywords":49},"Long trenchless crossings of coastal or river environments to underwater locations",{"slug":143,"title":144,"excerpt":145,"description":146,"methods":147,"crossings":148,"services":149,"relatedExperience":150,"tags":151,"cta":156,"seo":158},"hdd-air-hammering","HDD - Air Hammering","\u003Cp>HDD method using Pneumatic Air Hammer BHA\u003C/p>\n","\u003Cp>Air Hammering facilitates pipeline designs in rock formations where conventional HDD at shallow vertical depths of cover risks’ hydrofracture during pilot hole using fluid-only HDD systems. This method employs a pneumatic air hammer BHA to fracture and displace rock while advancing the pilot bore, reducing reliance on mud motors or dual-rod rigs. The pilot hole is advanced with compressed air driven hammer BHA using a low-flow fluid/air mixture to remove cuttings from the borehole annulus, followed by conventional reaming to the final borehole diameter. The design evaluates bit selection, annular pressure control, and prescribes radii/bore hole geometry suitable for Air Hammering BHAs to ensure constructability and minimize construction risks. This method is particularly effective for short-length crossings where max vertical depth of cover is critical to the installed service (e.g. electrical), in rock or where fluid release risk is high.\u003C/p>\n",[53],[],[63,64,66],[],[152,153,154,155],{"name":53},{"name":63},{"name":64},{"name":66},{"text":77,"link":157},"/learning-hub?designType=hdd-air-hammering#design-types",{"title":144,"description":159,"keywords":49},"HDD method using Pneumatic Air Hammer BHA",{"slug":161,"title":162,"excerpt":163,"description":164,"methods":165,"crossings":166,"services":167,"relatedExperience":168,"tags":169,"cta":173,"seo":175},"bed-boring","Bed Boring","\u003Cp>Ultra small crossings, with small equipment for minimum disturbance\u003C/p>\n","\u003Cp>The HDD Bed Boring trenchless design is optimized for small-diameter crossings requiring precise grade control and minimal infrastructure disturbance. This method is particularly suited for on-grade installations with limited radii geometry, making it ideal for utility crossings under roads and railways where entry and exit areas are constrained. It enables controlled bore path execution without interrupting road or rail services. The design accounts for limited worksite space, rig capacity constraints, and reduced bore diameter and length while ensuring precision drilling. Bore stability, annular fluid management, and grouting viability are analysed to prevent short/long term settlement or heave. Live loading and stress limitations are assessed to ensure the pipe/pipe bundles are successful installed and meet long-term serviceability requirements. This method provides a cost-effective solution for small-diameter pipeline installations in confined areas, enabling viable crossings without disruption to traffic and rail operations.\u003C/p>\n",[53],[],[63,64],[],[170,171,172],{"name":53},{"name":63},{"name":64},{"text":77,"link":174},"/learning-hub?designType=bed-boring#design-types",{"title":162,"description":176,"keywords":49},"Ultra small crossings, with small equipment for minimum disturbance",{"name":178,"designTypes":179},"AUGR",[180,200,221],{"slug":181,"title":182,"excerpt":183,"description":184,"methods":185,"crossings":186,"services":187,"relatedExperience":189,"tags":190,"cta":196,"seo":198},"horizontal-auger-boring","Horizontal Auger Boring","\u003Cp>Limited-steerability trenchless method for straight crossings\u003C/p>\n","\u003Cp>The trenchless design for Horizontal Auger Boring enables pipeline installation along a straight profile/alignment using a rotating auger within a casing pipe to remove spoil. Ideal for road, rail, and utility crossings, it minimizes settlement and fluid release risks where a larger borehole annulus is not feasible. The design considers ground stability, jacking forces, bore diameter, and service clearance while preventing excessive settlement or casing deformation under long-term live loads. Horizontal Auger Boring requires entry and exit pits, with a cutting head advancing the casing pipe along a graded or level profile via hydraulic jacking while the auger removes material. The design incorporates excavation requirements, pipe specifications, and long-term grouting considerations. Best suited for stable ground, this method is effective for short- to medium-length crossings that do not require steering or curved geometries.\u003C/p>\n",[178],[],[63,64,65,188],"Site Support",[],[191,192,193,194,195],{"name":178},{"name":63},{"name":64},{"name":65},{"name":188},{"text":77,"link":197},"/learning-hub?designType=horizontal-auger-boring#design-types",{"title":182,"description":199,"keywords":49},"Limited-steerability trenchless method for straight crossings",{"slug":201,"title":202,"excerpt":203,"description":204,"methods":205,"crossings":207,"services":208,"relatedExperience":209,"tags":210,"cta":217,"seo":219},"laser-guided-auger-boring","Laser guided Auger Boring","\u003Cp>Auger boring with precision and tolerance compliance\u003C/p>\n","\u003Cp>The trenchless design for Laser-Guided Horizontal Auger Boring improves conventional auger boring by incorporating an initial laser-guided pilot bore for greater accuracy in grade-critical installations and tighter design tolerances. This method is particularly effective for gravity pipelines and crossings requiring precise line and grade control. The design ensures casing suitability for installation and long-term live loading, and analyses jacking forces of temporary casing pipe or post auger thrusted pipe, (ie steel replaced with RCJP). A laser transmitter in the launch pit determines alignment and profile changes at the cutting head, allowing adjustments before completing the pilot bore. The casing and augers are then hydraulically jacked, following the established pilot tube. The design integrates settlement predictions, overcut allowances, and casing specifications to meet long-term structural requirements. Ideal for medium- to long-length crossings, it ensures precise alignment with minimal surface disruption.\u003C/p>\n",[178,206],"HYBRID",[],[63,64,65,188],[],[211,212,213,214,215,216],{"name":178},{"name":206},{"name":63},{"name":64},{"name":65},{"name":188},{"text":77,"link":218},"/learning-hub?designType=laser-guided-auger-boring#design-types",{"title":202,"description":220,"keywords":49},"Auger boring with precision and tolerance compliance",{"slug":222,"title":223,"excerpt":224,"description":225,"methods":226,"crossings":227,"services":228,"relatedExperience":229,"tags":230,"cta":234,"seo":236},"pilot-tube-method-augering","Pilot Tube Method - Augering","\u003Cp>Pilot tube guided and auger boring to enlarge bore hole for pipe\u003C/p>\n","\u003Cp>The trenchless design for Pilot Tube Method – Augering is ideal for stable ground conditions requiring long, accurate crossings. By completing an initial pilot bore, it achieves greater precision in grade-critical installations and tighter design tolerances. This method is particularly effective for gravity pipelines and crossings needing precise line and grade control. The design ensures casing suitability for installation and long-term live loading while analysing jacking forces for temporary casing or post-auger-thrusted pipe (e.g., steel replaced with RCJP). A pilot hole is established from the launch pit, allowing adjustments before completing the pilot bore and commencing auger boring. The casing and augers are then hydraulically jacked, following the established pilot tube. The design integrates settlement predictions, overcut allowances, and casing specifications for long-term structural integrity. Suitable for medium- to long-length crossings, it ensures precise alignment with minimal surface disruption.\u003C/p>\n",[206,178],[],[63],[],[231,232,233],{"name":206},{"name":178},{"name":63},{"text":77,"link":235},"/learning-hub?designType=pilot-tube-method-augering#design-types",{"title":223,"description":237,"keywords":49},"Pilot tube guided and auger boring to enlarge bore hole for pipe",{"name":206,"designTypes":239},[200,240,221,259,278],{"slug":241,"title":242,"excerpt":243,"description":244,"methods":245,"crossings":246,"services":247,"relatedExperience":248,"tags":249,"cta":255,"seo":257},"pilot-tube-method-reaming","Pilot Tube Method - Reaming","\u003Cp>Pilot tube guided and reaming to enlarge bore hole for pipe\u003C/p>\n","\u003Cp>The trenchless design for Pilot Tube Method – Reaming is best suited for clay-rich conditions where augering the completed pilot bore is not feasible. By first establishing a guided pilot bore, this method ensures high accuracy for verifying design tolerances before pipe installation. It is particularly effective for short- to medium-length crossings where casing pipes are better suited to being pulled in rather than thrust. The design evaluates casing suitability for installation and long-term live loading while assessing pullback forces, lubrication strategies, and reaming-induced ground displacement. Settlement analysis, fluid management, and casing specifications are incorporated in design to ensure construction integrity. Once the pilot hole is established, casing installation may occur concurrently with reaming or post-reaming, depending on borehole stability. This method is ideal for crossings under roads and rail where borehole support is required as the casing pipe is pulled into place.\u003C/p>\n",[206],[],[63,64,65,188],[],[250,251,252,253,254],{"name":206},{"name":63},{"name":64},{"name":65},{"name":188},{"text":77,"link":256},"/learning-hub?designType=pilot-tube-method-reaming#design-types",{"title":242,"description":258,"keywords":49},"Pilot tube guided and reaming to enlarge bore hole for pipe",{"slug":260,"title":261,"excerpt":262,"description":263,"methods":264,"crossings":265,"services":266,"relatedExperience":267,"tags":268,"cta":274,"seo":276},"vacuum-method-guided-boring","Vacuum Method - Guided Boring","\u003Cp>Guided boring using vacuum cuttings extraction\u003C/p>\n","\u003Cp>The trenchless design for Vacuum Method – Guided Boring is ideal for stable ground conditions with minimal equipment footprint, making it suitable for constrained launch and receival sites or small excavations or caissons. This method uses controlled excavation and vacuum extraction to remove soil from the initial pilot bore and subsequent borehole annulus, enabling precise pipeline installation. It is particularly effective for short- to medium-length crossings in soft soils or high groundwater conditions where bore stability is critical. The design evaluates borehole integrity, vacuum excavation efficiency, and casing suitability while minimizing settlement and controlling material removal. Ground stability analysis, overcut allowances, and casing specifications ensure reliable installation. Once the borehole is created, the pipeline is installed by pulling or thrusting into place. This method is ideal for urban, utility, and ecologically sensitive crossings where construction space is limited.\u003C/p>\n",[206],[],[63,64,65,188],[],[269,270,271,272,273],{"name":206},{"name":63},{"name":64},{"name":65},{"name":188},{"text":77,"link":275},"/learning-hub?designType=vacuum-method-guided-boring#design-types",{"title":261,"description":277,"keywords":49},"Guided boring using vacuum cuttings extraction",{"slug":279,"title":280,"excerpt":281,"description":282,"methods":283,"crossings":285,"services":286,"relatedExperience":287,"tags":288,"cta":295,"seo":297},"pilot-tube-method-pipe-ramming","Pilot Tube Method - Pipe Ramming","\u003Cp>Pilot tube guided and pipe ramming to direct install pipe\u003C/p>\n","\u003Cp>The trenchless design for Pilot Tube Method – Pipe Ramming is best suited for cobbles, boulders, and other non-cohesive ground conditions where auguring or reaming is not feasible. By first establishing a guided pilot bore, this method ensures high accuracy for verifying design tolerances before pipe installation. It is particularly effective for short- to medium-length crossings where casing pipes are better suited to being driven into place rather than pulled or thrust. The design evaluates casing suitability for installation and long-term live loading while assessing ramming forces, ground displacement, and energy transfer efficiency. Settlement analysis, impact forces, and casing reinforcement strategies are incorporated to ensure construction integrity. Once the pilot hole is established, the casing pipe is installed using pneumatic percussive ramming, following the guided bore. This method is ideal for crossings under roads and rail where ground conditions require zero annular pipe installations.\u003C/p>\n",[206,284],"HAMR",[],[63,64,65,188],[],[289,290,291,292,293,294],{"name":206},{"name":284},{"name":63},{"name":64},{"name":65},{"name":188},{"text":77,"link":296},"/learning-hub?designType=pilot-tube-method-pipe-ramming#design-types",{"title":280,"description":298,"keywords":49},"Pilot tube guided and pipe ramming to direct install pipe",{"name":284,"designTypes":300},[278,301,321,341,361],{"slug":302,"title":303,"excerpt":304,"description":305,"methods":306,"crossings":307,"services":308,"relatedExperience":309,"tags":310,"cta":317,"seo":319},"pipe-hammering-ramming","Pipe Hammering/Ramming","\u003Cp>Non-steerable but with zero annulus borehole\u003C/p>\n","\u003Cp>The trenchless design for non-steerable Pipe Hammering/Ramming enables the installation of steel casings in compressible or non-cohesive soils without creating a borehole annulus, as the pipe is directly driven into the ground. This method is effective for straight-line crossings beneath roads, railways, or other infrastructure where minimal design-to-as-built deviation is acceptable. The design incorporates geotechnical analysis of soil resistance, heave potential, casing friction, and hammer impact force to determine the optimal pipe diameter and appropriately sized hammer tool. A pneumatically driven hammer propels the pipe forward, displacing soil, with spoil either compacted or extracted via internal augers. The design accounts for entry and exit tolerances, planned cutting structures, and penetration management. This method is ideal for short to medium-length crossings where other trenchless methods or guided bores are impractical due to ground conditions.\u003C/p>\n",[284],[],[63,64,65,66,188],[],[311,312,313,314,315,316],{"name":284},{"name":63},{"name":64},{"name":65},{"name":66},{"name":188},{"text":77,"link":318},"/learning-hub?designType=pipe-hammering-ramming#design-types",{"title":303,"description":320,"keywords":49},"Non-steerable but with zero annulus borehole",{"slug":322,"title":323,"excerpt":324,"description":325,"methods":326,"crossings":327,"services":328,"relatedExperience":329,"tags":330,"cta":337,"seo":339},"pipe-hammering-ramming-telescopic","Pipe Hammering/Ramming - Telescopic","\u003Cp>Longer length pipe hammering in complicated ground conditions\u003C/p>\n","\u003Cp>The trenchless design for non-steerable Pipe Hammering/Ramming with a Telescopic Arrangement facilitates the staged installation of steel casings using multiple diameter transitions to extend ramming lengths or navigate variable ground conditions. This method is used when a single continuous casing is not feasible, requiring a design that evaluates geotechnical conditions, cobble and boulder layers, soil displacement, and hammer energy transfer to minimise misalignment and excessive friction. The process involves sequentially ramming pipe sections of varying diameters, ensuring controlled transitions and structural integrity. The design incorporates pipe overlap strategies, centraliser considerations, heave analysis, and hammer impact force calculations to prevent casing deformation. This method is particularly effective for long crossings, transitions through differing soil layers, and locations where surface settlement must be strictly controlled.\u003C/p>\n",[284],[],[63,64,65,66,188],[],[331,332,333,334,335,336],{"name":284},{"name":63},{"name":64},{"name":65},{"name":66},{"name":188},{"text":77,"link":338},"/learning-hub?designType=pipe-hammering-ramming-telescopic#design-types",{"title":323,"description":340,"keywords":49},"Longer length pipe hammering in complicated ground conditions",{"slug":342,"title":343,"excerpt":344,"description":345,"methods":346,"crossings":347,"services":348,"relatedExperience":349,"tags":350,"cta":357,"seo":359},"pipe-hammering-ramming-outfall","Pipe Hammering/Ramming - Outfall","\u003Cp>Short outfalls with zero annulus for varied ground conditions\u003C/p>\n","\u003Cp>The trenchless design for non-steerable Pipe Hammering/Ramming – Outfalls enables pipeline installation in marine, river, or coastal environments while minimising excavation and environmental impact. This method is best suited for short outfalls requiring a straight-line approach through non-cohesive sediments or compacted soils, including shell, cobble, and boulder layers. The design incorporates geotechnical analysis of soil resistance, tidal influences, water ingress, casing friction, and hammer impact force to determine the optimal pipe diameter and hammer tool selection. A pneumatic hammer advances the pipe, displacing soil while maintaining alignment to the outfall location. The design must account for underwater retrieval, subsequent pipe installation within the installed casing, buoyancy control, and temporary sealing solutions to prevent water ingress. Contingency planning for telescopic arrangements, cutting structures, and post-installation grouting is critical for ensuring outfall integrity and long-term performance.\u003C/p>\n",[284],[],[63,64,65,66,188],[],[351,352,353,354,355,356],{"name":284},{"name":63},{"name":64},{"name":65},{"name":66},{"name":188},{"text":77,"link":358},"/learning-hub?designType=pipe-hammering-ramming-outfall#design-types",{"title":343,"description":360,"keywords":49},"Short outfalls with zero annulus for varied ground conditions",{"slug":362,"title":363,"excerpt":364,"description":365,"methods":366,"crossings":367,"services":368,"relatedExperience":369,"tags":370,"cta":373,"seo":375},"piercing-impact-moling","Piercing/Impact Moling","\u003Cp>Small equipment, small excavation maximum low impact results\u003C/p>\n","\u003Cp>The trenchless design for Pipe Piercing/Impact Moling enables small-diameter pipe installations using a non-guided, displacement-based method. This approach is most effective for short utility crossings under roads, footpaths, or landscaped areas where minimal excavation is required. Geotechnical analysis assesses soil compaction, impact force distribution, and potential deflection risks to optimize mole size, pipe material selection, and bore accuracy. A pneumatically driven impact mole creates an open bore by displacing soil laterally while advancing along a predetermined path. The design must account for entry and exit tolerances, ground stability, and depth control to prevent excessive deviation. Limited steering control requires precise launch alignment and soil suitability confirmation. This method offers a rapid, low-cost solution for installing utility conduits and service pipes while minimizing surface disruption in urban and confined environments.\u003C/p>\n",[284],[],[63],[],[371,372],{"name":284},{"name":63},{"text":77,"link":374},"/learning-hub?designType=piercing-impact-moling#design-types",{"title":49,"description":49,"keywords":49},{"name":377,"designTypes":378},"MICR",[379,399,419,438,457],{"slug":380,"title":381,"excerpt":382,"description":383,"methods":384,"crossings":385,"services":386,"relatedExperience":387,"tags":388,"cta":395,"seo":397},"microtunnelling-w-tbm","Microtunnelling w/ TBM","\u003Cp>Conventional Microtunneling, for medium to large dia. pipes/lengths\u003C/p>\n","\u003Cp>The trenchless design for Microtunnelling with a Tunnel Boring Machine (TBM) enables precise, fully supported pipeline installation in various ground conditions. This method is ideal for projects requiring strict line and grade control, particularly in urban environments, beneath waterways, or in geotechnically challenging soils. Geotechnical analysis is essential to determine TBM specifications, jacking forces, lubrication strategies, and settlement control measures to prevent structural disturbance. Microtunnelling utilizes a remotely operated, laser-guided TBM that excavates the borehole while simultaneously advancing prefabricated jacking pipes. The TBM provides continuous support, minimizing ground movement and reducing the risk of settlement. The design must incorporate thrust force calculations, overcut allowances, and face pressure control to ensure smooth pipe advancement. This method is particularly effective for simple alignments and complex profiles where maintaining accuracy and minimizing surface disruption are critical.\u003C/p>\n",[377],[],[63,64,65,66,67],[],[389,390,391,392,393,394],{"name":377},{"name":63},{"name":64},{"name":65},{"name":66},{"name":67},{"text":77,"link":396},"/learning-hub?designType=microtunnelling-w-tbm#design-types",{"title":381,"description":398,"keywords":49},"Conventional Microtunneling, for medium to large dia. pipes/lengths",{"slug":400,"title":401,"excerpt":402,"description":403,"methods":404,"crossings":405,"services":406,"relatedExperience":407,"tags":408,"cta":415,"seo":417},"microtunnelling-w-tbm-intermediate-jacking","Microtunnelling w/ TBM & Intermediate Jacking","\u003Cp>Microtunneling with jacking stations (IJS) for extra length\u003C/p>\n","\u003Cp>The trenchless design for Microtunnelling with a Tunnel Boring Machine (TBM) and Intermediate Jacking Stations (IJS) enables precise, fully supported pipeline installation over long distances or in challenging ground conditions. This method is essential for managing jacking forces to prevent excessive pipe stresses and ensure controlled advancement without damage. A remotely operated, laser-guided TBM excavates the borehole while advancing prefabricated jacking pipes. Intermediate Jacking Stations are strategically placed to reduce jacking loads by distributing thrust forces incrementally. The design must optimize IJS spacing, jacking force distribution, lubrication strategies, and settlement controls to maintain alignment and stability. This method is particularly effective for deep, long, or curved alignments where conventional microtunnelling would exceed jacking force limits, ensuring a precise and structurally sound installation with minimal surface disruption.\u003C/p>\n",[377],[],[63,64,65,66,67],[],[409,410,411,412,413,414],{"name":377},{"name":63},{"name":64},{"name":65},{"name":66},{"name":67},{"text":77,"link":416},"/learning-hub?designType=microtunnelling-w-tbm-intermediate-jacking#design-types",{"title":401,"description":418,"keywords":49},"Microtunneling with jacking stations (IJS) for extra length",{"slug":420,"title":421,"excerpt":422,"description":423,"methods":424,"crossings":425,"services":426,"relatedExperience":427,"tags":428,"cta":434,"seo":436},"open-shield-pipe-jacking","Open Shield Pipe Jacking","\u003Cp>Tunnelling for XL diameter pipes in varied ground conditions\u003C/p>\n","\u003Cp>The trenchless design for Open Shield Pipe Jacking enables pipeline installation using a guided thrusting method within a partially supported borehole. This method is suitable for varying ground conditions where controlled excavation and temporary support ensure bore stability. Geotechnical analysis is required to determine shield specifications, jacking forces, and overcut allowances to prevent settlement and structural disturbance. A steel shield at the tunnel face guides excavation while prefabricated pipes are hydraulically jacked into place. The shield provides temporary support until the final pipeline forms the permanent structure. The design must incorporate thrust force calculations, lubrication strategies, and settlement controls to ensure smooth advancement. This method is ideal for crossings beneath roads, railways, or urban areas where surface disruption must be minimized while maintaining precise line and grade control without requiring a TBM.\u003C/p>\n",[377],[],[63,64,65,188],[],[429,430,431,432,433],{"name":377},{"name":63},{"name":64},{"name":65},{"name":188},{"text":77,"link":435},"/learning-hub?designType=open-shield-pipe-jacking#design-types",{"title":421,"description":437,"keywords":49},"Tunnelling for XL diameter pipes in varied ground conditions",{"slug":439,"title":440,"excerpt":441,"description":442,"methods":443,"crossings":444,"services":445,"relatedExperience":446,"tags":447,"cta":453,"seo":455},"free-boring","Free Boring","\u003Cp>Tunnelling without bore hole support for specific conditions\u003C/p>\n","\u003Cp>The trenchless design for Free Boring enables pipeline installation without continuous borehole support, requiring specialized geotechnical analysis to assess feasibility based on ground conditions. This method is most effective in stable, self-supporting soils where engineered solutions can mitigate the risk of collapse and maintain bore stability. Profile optimization, bore diameter selection, and thrust force analysis are essential for evaluating borehole integrity during installation. Free Boring is performed using a non-steered open boring method, advancing the borehole without casing or drilling fluid, typically through augers or displacement techniques. Various pipe-to-borehole configurations, including Free Pipe, Close-Fit Pipe, and Pipe-in-a-Pipe, can be evaluated based on specific pipe materials and site-conditions. The design must account for overcut allowances and ground stability measures to prevent excessive settlement or borehole collapse, ensuring safe, controlled pipeline installation with minimal surface disruption.\u003C/p>\n",[377],[],[63,64,65,188],[],[448,449,450,451,452],{"name":377},{"name":63},{"name":64},{"name":65},{"name":188},{"text":77,"link":454},"/learning-hub?designType=free-boring#design-types",{"title":440,"description":456,"keywords":49},"Tunnelling without bore hole support for specific conditions",{"slug":458,"title":459,"excerpt":460,"description":461,"methods":462,"crossings":463,"services":465,"relatedExperience":466,"tags":467,"cta":473,"seo":475},"microtunnelling-outfall","Microtunnelling - Outfall","\u003Cp>Microtunnelling for marine, coastal or river outfall crossings\u003C/p>\n","\u003Cp>The trenchless design for Microtunnelling with TBM for marine, coastal, or river outfalls enables precise pipeline installation beneath water bodies while maintaining full bore support. This method is essential for outfall projects requiring strict alignment control in variable ground conditions and submerged environments. Geotechnical analysis assesses soil stability, hydrostatic pressures, and buoyancy effects to optimize TBM specifications, jacking forces, and cutterhead configurations. A remotely controlled TBM advances the pipeline via hydraulic jacking, ensuring minimal disturbance to the surrounding environment. The design must account for launch and retrieval shaft positioning, tidal influences, and seabed stability. Settlement control, lubrication strategies, and pipeline buoyancy management are integrated to mitigate risks. This method is ideal for wastewater, stormwater, and industrial outfalls requiring long-distance, high-precision installations with minimal impact on marine ecosystems and coastal infrastructure.\u003C/p>\n",[377],[464],"OUTF",[63,64,65,188],[],[468,469,470,471,472],{"name":377},{"name":63},{"name":64},{"name":65},{"name":188},{"text":77,"link":474},"/learning-hub?designType=microtunnelling-outfall#design-types",{"title":459,"description":476,"keywords":49},"Microtunnelling for marine, coastal or river outfall crossings",{"name":478,"designTypes":479},"DSPT",[480,499,518,537],{"slug":481,"title":482,"excerpt":483,"description":484,"methods":485,"crossings":486,"services":487,"relatedExperience":488,"tags":489,"cta":495,"seo":497},"direct-steerable-pipe-thrust-dspt","Direct Steerable Pipe Thrust (DSPT)","\u003Cp>HDD meets microtunnelling for the best of both\u003C/p>\n","\u003Cp>The trenchless design for Direct Steerable Pipe Thrust (DSPT) Simple Arrangement enables the precise installation of pipelines in stable ground conditions using a direct thrust method. The design optimizes thrust force distribution, borehole stability, and pipe alignment while minimizing depth of cover requirements compared to other trenchless methods. It includes an assessment of ground conditions, frictional resistance, and potential settlement or heave to ensure controlled pipe advancement. The installation process utilizes a steerable pipe thrust system, where the product pipe is jacked directly into the borehole while maintaining precise horizontal and vertical tolerances. The design accounts for entry and exit angles, pipe breakover requirements, jacking force limitations, and pipe stress management to prevent damage. This method is particularly effective for long-length, shallow-depth installations and graded pipe profiles in environmentally sensitive areas.\u003C/p>\n",[478],[],[63,65,66,67],[],[490,491,492,493,494],{"name":478},{"name":63},{"name":65},{"name":66},{"name":67},{"text":77,"link":496},"/learning-hub?designType=direct-steerable-pipe-thrust-dspt#design-types",{"title":482,"description":498,"keywords":49},"HDD meets microtunnelling for the best of both",{"slug":500,"title":501,"excerpt":502,"description":503,"methods":504,"crossings":505,"services":506,"relatedExperience":507,"tags":508,"cta":514,"seo":516},"dspt-complex-geometry","DSPT Complex Geometry","\u003Cp>Optimised geometry to reduce temporary works requirements\u003C/p>\n","\u003Cp>The trenchless design for Direct Steerable Pipe Thrust (DSPT) Complex Geometry facilitates pipeline installation where planned changes in borehole geometry are required to optimize the crossing location and minimize the impact of temporary works. The design carefully evaluates steerable radius size, which is critical for maintaining design tolerances with as-built geometry and controlling jacking forces while navigating varying ground conditions. The design assesses soil resistance, frictional loads, buckling forces and thrust requirements to ensure controlled pipe advancement. These type designs incorporate horizontal bends and inverted vertical radii to reduce entry and exit angles where steep terrain or spatial constraints prevent conventional pipe breakovers. The design accounts for allowable bend radii, pipe elongation tolerances, and articulation limits to prevent overstressing. It is particularly effective for crossings requiring planned directional changes to avoid property boundaries, existing services, or to align with trenching sections on either side of the DSPT installation.\u003C/p>\n",[478],[],[63,65,66,67],[],[509,510,511,512,513],{"name":478},{"name":63},{"name":65},{"name":66},{"name":67},{"text":77,"link":515},"/learning-hub?designType=dspt-complex-geometry#design-types",{"title":501,"description":517,"keywords":49},"Optimised geometry to reduce temporary works requirements",{"slug":519,"title":520,"excerpt":521,"description":522,"methods":523,"crossings":524,"services":525,"relatedExperience":526,"tags":527,"cta":533,"seo":535},"dspt-outfall","DSPT - Outfall","\u003Cp>Limiting marine work requirements for large diameter pipes for outfalls\u003C/p>\n","\u003Cp>The trenchless design for Direct Steerable Pipe Thrust (DSPT) Outfall Geometry facilitates pipeline installation beneath marine environments while minimizing offshore construction activities. The design must account for hydrostatic pressures, seabed stability, and buoyancy control to prevent excessive free spans in submerged conditions. It evaluates soil cohesion, settlement risks, borehole collapse potential, tidal influences, marine work requirements, and thrust force limitations. This method employs a controlled pipe thrust system to advance the pipeline from an onshore entry point to an offshore exit, reducing the need for extensive offshore operations. The design incorporates borehole trajectory planning, exit recovery strategies, and alignment tolerances to ensure precise seabed placement. Ideal for marine outfalls, this technique mitigates offshore construction risks while enabling high-precision installations for water discharge, energy transmission, and desalination projects.\u003C/p>\n",[478],[464],[63,65,66,67],[],[528,529,530,531,532],{"name":478},{"name":63},{"name":65},{"name":66},{"name":67},{"text":77,"link":534},"/learning-hub?designType=dspt-outfall#design-types",{"title":520,"description":536,"keywords":49},"Limiting marine work requirements for large diameter pipes for outfalls",{"slug":538,"title":539,"excerpt":540,"description":541,"methods":542,"crossings":543,"services":544,"relatedExperience":545,"tags":546,"cta":552,"seo":554},"e-power-pipe","E-Power Pipe","\u003Cp>Direct pipe installation designed for long-distance, shallow depths\u003C/p>\n","\u003Cp>The trenchless design for E-Power Pipe®, by Herrenknecht, enables the installation of small-diameter pipes for distances up to 2km, requiring optimized geometry to ensure subsurface steering accuracy and minimal deviation, considering existing infrastructure and geotechnical conditions. Borehole stability and thrust forces are analysed to prevent over-excavation and excessive pipe stresses, while jacking force calculations ensure controlled product pipe installation without damage. Precise bore planning is required to facilitate the accurate installation of graded pipes or electrical conduits in urban or ecologically sensitive areas. The two-step trenchless process involves jacking specialized pipes and a TBM to establish the borehole. Once breakthrough occurs, the prefabricated product pipe is connected and advanced into the borehole, following the established jacking pipe path. This method ensures precise control, making it effective in weaker or shallower ground conditions or for depth-constrained electrical installations.\u003C/p>\n",[478],[],[63,65,66,188],[],[547,548,549,550,551],{"name":478},{"name":63},{"name":65},{"name":66},{"name":188},{"text":77,"link":553},"/learning-hub?designType=e-power-pipe#design-types",{"title":539,"description":555,"keywords":49},"Direct pipe installation designed for long-distance, shallow depths",{"title":557,"description":49},"Design Types",{"title":557,"description":16,"keywords":16},{"experiences":560,"section":3796,"seo":3799},[561,627,689,733,776,827,870,911,946,987,1047,1125,1192,1262,1298,1354,1406,1455,1506,1544,1599,1650,1703,1752,1802,1845,1893,1940,1983,2021,2061,2110,2158,2197,2245,2287,2336,2378,2420,2463,2514,2561,2610,2655,2702,2746,2783,2827,2875,2919,2966,3004,3049,3087,3121,3167,3212,3255,3294,3341,3386,3425,3462,3502,3543,3581,3631,3673,3719,3756],{"slug":562,"title":563,"excerpt":564,"background":565,"cardBackground":568,"projectStatus":571,"date":572,"boreholeDiameter":573,"crossingLength":575,"crossingTypes":578,"location":589,"industry":599,"designTypes":604,"methods":607,"specifications":612,"pipeUtilisations":613,"productPipeTypes":618},"419-2026-greenmount-to-cambooya","2026 / Greenmount to Cambooya","\u003Cp>Engineering design and supporting calculations were completed for two Auger Bore crossings at Greenmount and Cambooya as part of the Toowoomba to Warwick (T2W) Pipeline project, enabling the installation of a new trunk water main beneath road and rail infrastructure.\u003C/p>\n",{"url":566,"alt":567},"https://fps.borely.com/wp-content/uploads/2025/08/j3907-bhp-mac-water-pipeline-future-proof-solutions-630.jpg","2026 / Greenmount to Cambooya-background",{"url":569,"alt":570},"https://fps.borely.com/wp-content/uploads/2025/08/j3907-bhp-mac-water-pipeline-future-proof-solutions-2880.jpg","2026 / Greenmount to Cambooya-card-background","completed","2026",{"min":574,"max":574},25,{"min":576,"max":577},31,69,[579,584],{"id":580,"name":581,"description":582,"termTaxonomyId":583},"dGVybToxMg==","ROAD","Road",12,{"id":585,"name":586,"description":587,"termTaxonomyId":588},"dGVybToxMQ==","RAIL","Rail",11,{"display":590,"locality":591,"smart":592,"taxonomyNodes":597,"taxonomyIds":598,"region":16,"country":16,"city":16},"Greenmount, QLD 4359 — Toowoomba, Australia","Greenmount, QLD 4359 — Toowoomba",{"scope":593,"area":49,"areaType":49,"states":594,"display":590,"country":595,"countryCode":596,"suburb":591,"postcode":49,"state":49,"stateCode":49,"lga":49},"specific",[],"Australia","AU",[],[],[600],{"id":601,"name":602,"description":602,"termTaxonomyId":603},"dGVybToxMTM=","Council",113,[605],{"id":606,"slug":181,"title":182,"name":182},"cG9zdDoxMTQ=",[608],{"id":609,"name":178,"description":610,"termTaxonomyId":611},"dGVybTo0","Auger Boring",4,[],[614],{"id":615,"name":616,"description":616,"termTaxonomyId":617},"dGVybTo1Ng==","Potable Water",56,[619,623],{"id":620,"name":621,"description":621,"termTaxonomyId":622},"dGVybTo1MA==","HDPE",50,{"id":624,"name":625,"description":625,"termTaxonomyId":626},"dGVybTo1Mw==","Jacking Pipe",53,{"slug":628,"title":629,"excerpt":630,"background":631,"cardBackground":634,"projectStatus":571,"date":572,"boreholeDiameter":637,"crossingLength":639,"crossingTypes":642,"location":654,"industry":662,"designTypes":667,"methods":673,"specifications":677,"pipeUtilisations":678,"productPipeTypes":687},"734-2026-weiti-river-hdd-crossing","2026 / Weiti River HDD Crossing","\u003Cp>Engineering design and supporting calculations were developed for two parallel trenchless crossings beneath the Weiti River in Silverdale, New Zealand, enabling the installation of electrical and communications conduits for the local power network.\u003C/p>\n",{"url":632,"alt":633},"https://fps.borely.com/wp-content/uploads/2025/09/pt24235-crc-chatham-tce-sw-future-proof-solutions-630.jpg","2026 / Weiti River HDD Crossing-background",{"url":635,"alt":636},"https://fps.borely.com/wp-content/uploads/2025/09/pt24235-crc-chatham-tce-sw-future-proof-solutions-2880.jpg","2026 / Weiti River HDD Crossing-card-background",{"min":638,"max":638},14,{"min":640,"max":641},227,237,[643,644,649],{"id":580,"name":581,"description":582,"termTaxonomyId":583},{"id":645,"name":646,"description":647,"termTaxonomyId":648},"dGVybTo5","ENV","Environmental",9,{"id":650,"name":651,"description":652,"termTaxonomyId":653},"dGVybToxMw==","SVC","Service",13,{"display":655,"locality":656,"smart":657,"taxonomyNodes":660,"taxonomyIds":661,"region":16,"country":16,"city":16},"Weiti River, Silverdale 0932, New Zealand, New Zealand","Weiti River, Silverdale 0932, New Zealand",{"scope":593,"area":49,"areaType":49,"states":658,"display":655,"country":659,"countryCode":13,"suburb":656,"postcode":49,"state":49,"stateCode":49,"lga":49},[],"New Zealand",[],[],[663],{"id":664,"name":665,"description":665,"termTaxonomyId":666},"dGVybToxMTc=","Electrical Service Provider",117,[668,670],{"id":669,"slug":83,"title":84,"name":84},"cG9zdDoxMDQ=",{"id":671,"slug":56,"title":672,"name":672},"cG9zdDoxMDE=","Horizontal Directional Drilling",[674],{"id":675,"name":53,"description":672,"termTaxonomyId":676},"dGVybToz",3,[],[679,683],{"id":680,"name":681,"description":681,"termTaxonomyId":682},"dGVybTo3Mw==","Telecommunications Cables",73,{"id":684,"name":685,"description":685,"termTaxonomyId":686},"dGVybTo3Mg==","Electrical Cables",72,[688],{"id":620,"name":621,"description":621,"termTaxonomyId":622},{"slug":690,"title":691,"excerpt":692,"background":693,"cardBackground":696,"projectStatus":571,"date":699,"boreholeDiameter":700,"crossingLength":701,"crossingTypes":703,"location":706,"industry":718,"designTypes":723,"methods":726,"specifications":728,"pipeUtilisations":729,"productPipeTypes":731},"690-2025-roxburghe-dr-hdd","2025 / Roxburghe DR HDD","\u003Cp>HDD design and engineering support were provided for underground utility works along Roxburghe Drive, supporting the installation of a Water Corporation water product pipe while minimising surface disruption and maintaining existing infrastructure.\u003C/p>\n",{"url":694,"alt":695},"https://fps.borely.com/wp-content/uploads/2025/08/mardi-to-warnervale-pipeline-hdil-future-proof-solutions-copy-630.jpg","2025 / Roxburghe DR HDD-background",{"url":697,"alt":698},"https://fps.borely.com/wp-content/uploads/2025/08/cairns-water-security-stage-1-project-capability-statement-future-proof-solutions-2880.jpg","2025 / Roxburghe DR HDD-card-background","2025",{"min":638,"max":638},{"min":702,"max":702},408,[704,705],{"id":580,"name":581,"description":582,"termTaxonomyId":583},{"id":645,"name":646,"description":647,"termTaxonomyId":648},{"display":707,"locality":708,"smart":709,"taxonomyNodes":716,"taxonomyIds":717,"region":16,"country":16,"city":16},"The Vines, WA, Australia","The Vines",{"scope":593,"area":49,"areaType":49,"states":710,"display":707,"country":595,"countryCode":596,"suburb":708,"postcode":714,"state":712,"stateCode":713,"lga":715},[711],{"name":712,"code":713},"Western Australia","WA","6069","Swan",[],[],[719],{"id":720,"name":721,"description":721,"termTaxonomyId":722},"dGVybToxMTI=","Water/Sewer Supply Authority",112,[724,725],{"id":671,"slug":56,"title":672,"name":672},{"id":669,"slug":83,"title":84,"name":84},[727],{"id":675,"name":53,"description":672,"termTaxonomyId":676},[],[730],{"id":615,"name":616,"description":616,"termTaxonomyId":617},[732],{"id":620,"name":621,"description":621,"termTaxonomyId":622},{"slug":734,"title":735,"excerpt":736,"background":737,"cardBackground":740,"projectStatus":571,"date":699,"boreholeDiameter":743,"crossingLength":744,"crossingTypes":746,"location":749,"industry":761,"designTypes":766,"methods":769,"specifications":771,"pipeUtilisations":772,"productPipeTypes":774},"683-2025-neranwood-hdd","2025 / Neranwood HDD","\u003Cp>HDD design and engineering support were provided for the Telstra InfraCo Network Relocation and Protection project along Gold Coast–Springbrook Road, enabling the installation of two communications conduits beneath Mudgeeraba Creek and the roadway with minimal surface disruption.\u003C/p>\n",{"url":738,"alt":739},"https://fps.borely.com/wp-content/uploads/2025/09/cann-river-telstra-infraco-future-proof-solutions-630.jpg","2025 / Neranwood HDD-background",{"url":741,"alt":742},"https://fps.borely.com/wp-content/uploads/2025/09/cann-river-telstra-infraco-future-proof-solutions-2880.jpg","2025 / Neranwood HDD-card-background",{"min":583,"max":583},{"min":745,"max":745},177,[747,748],{"id":580,"name":581,"description":582,"termTaxonomyId":583},{"id":645,"name":646,"description":647,"termTaxonomyId":648},{"display":750,"locality":751,"smart":752,"taxonomyNodes":759,"taxonomyIds":760,"region":16,"country":16,"city":16},"Neranwood, QLD, Australia","Neranwood",{"scope":593,"area":49,"areaType":49,"states":753,"display":750,"country":595,"countryCode":596,"suburb":751,"postcode":757,"state":755,"stateCode":756,"lga":758},[754],{"name":755,"code":756},"Queensland","QLD","4213","Gold Coast",[],[],[762],{"id":763,"name":764,"description":764,"termTaxonomyId":765},"dGVybToxMTY=","Communication Provider",116,[767,768],{"id":671,"slug":56,"title":672,"name":672},{"id":669,"slug":83,"title":84,"name":84},[770],{"id":675,"name":53,"description":672,"termTaxonomyId":676},[],[773],{"id":680,"name":681,"description":681,"termTaxonomyId":682},[775],{"id":620,"name":621,"description":621,"termTaxonomyId":622},{"slug":777,"title":778,"excerpt":779,"background":780,"cardBackground":783,"projectStatus":571,"date":699,"boreholeDiameter":785,"crossingLength":788,"crossingTypes":790,"location":794,"industry":804,"designTypes":813,"methods":816,"specifications":818,"pipeUtilisations":819,"productPipeTypes":825},"636-2025-roma-phase-7","2025 / Roma Phase 7","\u003Cp>Two Laser Guided Auger Boring crossings were designed as part of the Roma Phase 7 gas field development near Wallumbilla, Queensland, facilitating the installation of gas, water, electrical and utility infrastructure beneath Blue Hills Road, the Western Railway and the Warrego Highway with minimal surface disruption.\u003C/p>\n",{"url":781,"alt":782},"https://fps.borely.com/wp-content/uploads/2025/09/horizontal_auger_boring_augr_trenchless.jpg","2025 / Roma Phase 7-background",{"url":781,"alt":784},"2025 / Roma Phase 7-card-background",{"min":786,"max":787},36,42,{"min":789,"max":789},121,[791,792,793],{"id":580,"name":581,"description":582,"termTaxonomyId":583},{"id":585,"name":586,"description":587,"termTaxonomyId":588},{"id":650,"name":651,"description":652,"termTaxonomyId":653},{"display":795,"locality":796,"smart":797,"taxonomyNodes":802,"taxonomyIds":803,"region":16,"country":16,"city":16},"Wallumbilla, QLD, Australia","Wallumbilla",{"scope":593,"area":49,"areaType":49,"states":798,"display":795,"country":595,"countryCode":596,"suburb":796,"postcode":800,"state":755,"stateCode":756,"lga":801},[799],{"name":755,"code":756},"4428","Maranoa",[],[],[805,809],{"id":806,"name":807,"description":807,"termTaxonomyId":808},"dGVybToxMTg=","Privately Owned",118,{"id":810,"name":811,"description":811,"termTaxonomyId":812},"dGVybToxMTU=","Oil and Gas",115,[814],{"id":815,"slug":201,"title":202,"name":202},"cG9zdDoxMTU=",[817],{"id":609,"name":178,"description":610,"termTaxonomyId":611},[],[820,821,824],{"id":684,"name":685,"description":685,"termTaxonomyId":686},{"id":822,"name":823,"description":823,"termTaxonomyId":577},"dGVybTo2OQ==","Medium Pressure Gas",{"id":615,"name":616,"description":616,"termTaxonomyId":617},[826],{"id":620,"name":621,"description":621,"termTaxonomyId":622},{"slug":828,"title":829,"excerpt":830,"background":831,"cardBackground":834,"projectStatus":571,"date":699,"boreholeDiameter":837,"crossingLength":840,"crossingTypes":842,"location":846,"industry":856,"designTypes":859,"methods":862,"specifications":864,"pipeUtilisations":865,"productPipeTypes":868},"629-2025-prince-charles-hospital-underbore","2025 / Prince Charles Hospital Underbore","\u003Cp>Four parallel HDD alignments were designed to install electrical and communications conduits as part of The Prince Charles Hospital Expansion in Chermside. The trenchless solution enabled essential underground services to be installed beneath internal roads and existing utilities while minimising disruption across the active hospital precinct.\u003C/p>\n",{"url":832,"alt":833},"https://fps.borely.com/wp-content/uploads/2025/08/mulgoa-road-upgrade-project-stage-1-regentville-to-jamisontown-capability-statement-future-proof-solutions-630.jpg","2025 / Prince Charles Hospital Underbore-background",{"url":835,"alt":836},"https://fps.borely.com/wp-content/uploads/2025/08/mulgoa-road-upgrade-project-stage-1-regentville-to-jamisontown-capability-statement-future-proof-solutions-2880.jpg","2025 / Prince Charles Hospital Underbore-card-background",{"min":838,"max":839},16,18,{"min":682,"max":841},140,[843,844,845],{"id":580,"name":581,"description":582,"termTaxonomyId":583},{"id":645,"name":646,"description":647,"termTaxonomyId":648},{"id":650,"name":651,"description":652,"termTaxonomyId":653},{"display":847,"locality":848,"smart":849,"taxonomyNodes":854,"taxonomyIds":855,"region":16,"country":16,"city":16},"Chermside, QLD, Australia","Chermside",{"scope":593,"area":49,"areaType":49,"states":850,"display":847,"country":595,"countryCode":596,"suburb":848,"postcode":852,"state":755,"stateCode":756,"lga":853},[851],{"name":755,"code":756},"4032","Brisbane",[],[],[857,858],{"id":664,"name":665,"description":665,"termTaxonomyId":666},{"id":763,"name":764,"description":764,"termTaxonomyId":765},[860,861],{"id":671,"slug":56,"title":672,"name":672},{"id":669,"slug":83,"title":84,"name":84},[863],{"id":675,"name":53,"description":672,"termTaxonomyId":676},[],[866,867],{"id":680,"name":681,"description":681,"termTaxonomyId":682},{"id":684,"name":685,"description":685,"termTaxonomyId":686},[869],{"id":620,"name":621,"description":621,"termTaxonomyId":622},{"slug":871,"title":872,"excerpt":873,"background":874,"cardBackground":877,"projectStatus":571,"date":699,"boreholeDiameter":880,"crossingLength":882,"crossingTypes":884,"location":887,"industry":896,"designTypes":898,"methods":901,"specifications":903,"pipeUtilisations":904,"productPipeTypes":909},"627-2025-hope-island-underbore","2025 / Hope Island Underbore","\u003Cp>HDD design and engineering support were provided for a recycled water pipeline crossing beneath the Oxenford–Southport Road and Santa Barbara Road roundabout in Hope Island. The trenchless solution enabled the installation while safely navigating existing underground services and minimising disruption to this busy intersection.\u003C/p>\n",{"url":875,"alt":876},"https://fps.borely.com/wp-content/uploads/2025/09/m1-pacific-motorway-extension-to-raymond-terrace-future-proof-solutions-630.jpg","2025 / Hope Island Underbore-background",{"url":878,"alt":879},"https://fps.borely.com/wp-content/uploads/2025/09/m1-pacific-motorway-extension-to-raymond-terrace-future-proof-solutions-2880.jpg","2025 / Hope Island Underbore-card-background",{"min":881,"max":881},20,{"min":883,"max":883},85,[885,886],{"id":580,"name":581,"description":582,"termTaxonomyId":583},{"id":650,"name":651,"description":652,"termTaxonomyId":653},{"display":888,"locality":889,"smart":890,"taxonomyNodes":894,"taxonomyIds":895,"region":16,"country":16,"city":16},"Hope Island, QLD, Australia","Hope 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part of the Bellevue Gold Project in Western Australia, a critical trenchless crossing was completed beneath the Goldfields Highway to facilitate the installation of new energy infrastructure supporting the site’s hybrid power station.\u003C/p>\n",{"url":992,"alt":993},"https://fps.borely.com/wp-content/uploads/2025/09/bellevue-gold-power-station-wind-farm-future-proof-solutions-2880.jpg","2024 / Bellevue Gold Power Station Wind Farm-background",{"url":995,"alt":996},"https://fps.borely.com/wp-content/uploads/2025/09/bellevue-gold-power-station-wind-farm-future-proof-solutions-630.jpg","2024 / Bellevue Gold Power Station Wind Farm-card-background","2024",{"min":999,"max":999},10,{"min":1001,"max":1001},80,[1003],{"id":580,"name":581,"description":582,"termTaxonomyId":583},{"display":1005,"locality":1006,"smart":1007,"taxonomyNodes":1012,"taxonomyIds":1031,"region":16,"country":16,"city":16},"Bellevue, WA, 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The project, delivered by the Mulgoa Road Upgrade Alliance of TfNSW, Seymour Whyte, and Turnbull Engineering, required the diversion and installation of critical services including water, sewer, gas, electricity, and communications.\u003C/p>\n",{"url":835,"alt":1052},"2025 / Mulgoa Road Upgrade Project Stage 1 Regentville to Jamisontown-background",{"url":832,"alt":1054},"2025 / Mulgoa Road Upgrade Project Stage 1 Regentville to Jamisontown-card-background",{"min":1056,"max":922},6.5,{"min":1058,"max":1059},21,293,[1061],{"id":580,"name":581,"description":582,"termTaxonomyId":583},{"display":1063,"locality":1064,"smart":1065,"taxonomyNodes":1071,"taxonomyIds":1079,"region":16,"country":16,"city":16},"Sydney, NSW, Australia","Sydney",{"scope":593,"area":49,"areaType":49,"states":1066,"display":1063,"country":595,"countryCode":596,"suburb":1064,"postcode":1070,"state":1068,"stateCode":1069,"lga":1064},[1067],{"name":1068,"code":1069},"New South Wales","NSW","2000",[1072,1076,1078],{"id":1073,"parentId":1074,"termTaxonomyId":1075,"name":1064,"description":16,"locationLevel":1021,"showInFilter":1022},"dGVybToyMzk=","dGVybToyMzg=",239,{"id":1074,"parentId":1024,"termTaxonomyId":1077,"name":1068,"description":16,"locationLevel":1026,"showInFilter":1022},238,{"id":1024,"parentId":1028,"termTaxonomyId":1029,"name":595,"description":595,"locationLevel":1030,"showInFilter":1022},[1073,1074,1024],[1081,1082,1083,1084],{"id":664,"name":665,"description":665,"termTaxonomyId":666},{"id":763,"name":764,"description":764,"termTaxonomyId":765},{"id":810,"name":811,"description":811,"termTaxonomyId":812},{"id":720,"name":721,"description":721,"termTaxonomyId":722},[1086,1087,1088,1090,1091,1092],{"id":671,"slug":56,"title":672,"name":672},{"id":669,"slug":83,"title":84,"name":84},{"id":1089,"slug":161,"title":162,"name":162},"cG9zdDoxMTM=",{"id":606,"slug":181,"title":182,"name":182},{"id":815,"slug":201,"title":202,"name":202},{"id":1093,"slug":260,"title":1094,"name":1094},"cG9zdDoxMzg=","Vacuum Method – Guided Boring",[1096,1097,1098],{"id":675,"name":53,"description":672,"termTaxonomyId":676},{"id":609,"name":178,"description":610,"termTaxonomyId":611},{"id":1099,"name":377,"description":1100,"termTaxonomyId":1101},"dGVybTo2","Micro Tunnelling, Pipe Jacking",6,[],[1104,1105,1106,1110,1114],{"id":680,"name":681,"description":681,"termTaxonomyId":682},{"id":684,"name":685,"description":685,"termTaxonomyId":686},{"id":1107,"name":1108,"description":1108,"termTaxonomyId":1109},"dGVybTo3MQ==","High/Transmission Pressure Gas",71,{"id":1111,"name":1112,"description":1112,"termTaxonomyId":1113},"dGVybTo1OQ==","Pressure Sewage and Sludges",59,{"id":615,"name":616,"description":616,"termTaxonomyId":617},[1116,1120,1124],{"id":1117,"name":1118,"description":1118,"termTaxonomyId":1119},"dGVybTo0OA==","Steel",48,{"id":1121,"name":1122,"description":1122,"termTaxonomyId":1123},"dGVybTo0OQ==","Steel Coated",49,{"id":620,"name":621,"description":621,"termTaxonomyId":622},{"slug":1126,"title":1127,"excerpt":1128,"background":1129,"cardBackground":1132,"projectStatus":571,"date":1135,"boreholeDiameter":1136,"crossingLength":1139,"crossingTypes":1141,"location":1146,"industry":1164,"designTypes":1170,"methods":1179,"specifications":1185,"pipeUtilisations":1186,"productPipeTypes":1189},"2023-port-kembla-lateral-looping-pipeline-project","2023 / Port Kembla Lateral Looping Pipeline Project","\u003Cp>The Port Kembla Lateral Looping Project involved the construction of a 7.8 km buried gas pipeline linking the proposed Port Kembla Gas Terminal at Spring Hill with Jemena’s Eastern Gas Pipeline at Kembla Grange. This new section of pipeline was built to strengthen gas supply security for New South Wales and the broader east coast market, supporting heavy industry, local businesses, and communities that depend on reliable energy.\u003C/p>\n",{"url":1130,"alt":1131},"https://fps.borely.com/wp-content/uploads/2025/08/port-kembla-lateral-looping-pipeline-project-capability-statement-future-proof-solutions-2880.jpg","2023 / Port Kembla Lateral Looping Pipeline Project-background",{"url":1133,"alt":1134},"https://fps.borely.com/wp-content/uploads/2025/08/port-kembla-lateral-looping-pipeline-project-capability-statement-future-proof-solutions-630.jpg","2023 / Port Kembla Lateral Looping Pipeline Project-card-background","2023",{"min":1137,"max":1138},12.25,32,{"min":839,"max":1140},951,[1142,1143,1144,1145],{"id":580,"name":581,"description":582,"termTaxonomyId":583},{"id":585,"name":586,"description":587,"termTaxonomyId":588},{"id":645,"name":646,"description":647,"termTaxonomyId":648},{"id":650,"name":651,"description":652,"termTaxonomyId":653},{"display":1147,"locality":1148,"smart":1149,"taxonomyNodes":1154,"taxonomyIds":1163,"region":16,"country":16,"city":16},"Port Kembla, NSW, Australia","Port Kembla",{"scope":593,"area":49,"areaType":49,"states":1150,"display":1147,"country":595,"countryCode":596,"suburb":1148,"postcode":1152,"state":1068,"stateCode":1069,"lga":1153},[1151],{"name":1068,"code":1069},"2505","Wollongong",[1155,1159,1161,1162],{"id":1156,"parentId":1157,"termTaxonomyId":1158,"name":1148,"description":16,"locationLevel":1016,"showInFilter":1017},"dGVybToyNDE=","dGVybToyNDA=",241,{"id":1157,"parentId":1074,"termTaxonomyId":1160,"name":1153,"description":16,"locationLevel":1021,"showInFilter":1022},240,{"id":1074,"parentId":1024,"termTaxonomyId":1077,"name":1068,"description":16,"locationLevel":1026,"showInFilter":1022},{"id":1024,"parentId":1028,"termTaxonomyId":1029,"name":595,"description":595,"locationLevel":1030,"showInFilter":1022},[1156,1157,1074,1024],[1165,1169],{"id":1166,"name":1167,"description":1167,"termTaxonomyId":1168},"dGVybToxMjA=","Hydrogen Operator",120,{"id":810,"name":811,"description":811,"termTaxonomyId":812},[1171,1172,1173,1174,1177],{"id":669,"slug":83,"title":84,"name":84},{"id":606,"slug":181,"title":182,"name":182},{"id":815,"slug":201,"title":202,"name":202},{"id":1175,"slug":241,"title":1176,"name":1176},"cG9zdDoxMzY=","Pilot Tube Method – Reaming",{"id":1178,"slug":302,"title":303,"name":303},"cG9zdDoxNDY=",[1180,1181,1182],{"id":675,"name":53,"description":672,"termTaxonomyId":676},{"id":609,"name":178,"description":610,"termTaxonomyId":611},{"id":1183,"name":284,"description":303,"termTaxonomyId":1184},"dGVybTo3",7,[],[1187,1188],{"id":680,"name":681,"description":681,"termTaxonomyId":682},{"id":1107,"name":1108,"description":1108,"termTaxonomyId":1109},[1190,1191],{"id":1117,"name":1118,"description":1118,"termTaxonomyId":1119},{"id":1121,"name":1122,"description":1122,"termTaxonomyId":1123},{"slug":1193,"title":1194,"excerpt":1195,"background":1196,"cardBackground":1198,"projectStatus":571,"date":1201,"boreholeDiameter":1202,"crossingLength":1204,"crossingTypes":1206,"location":1211,"industry":1232,"designTypes":1234,"methods":1241,"specifications":1244,"pipeUtilisations":1253,"productPipeTypes":1256},"2025-cairns-water-security-stage-1-project","2025 / Cairns Water Security Stage 1 Project","\u003Cp>Trenchless designs were prepared for multiple crossings forming part of the Cairns Water Security Stage 1 (CWSS1) project at Gordonvale, the largest infrastructure project ever undertaken by John Holland Group for Cairns Regional Council. The project will deliver a new drinking water supply to meet the needs of the city’s growing population and improve network resilience. The trenchless scope included HDD, auger boring, and microtunnelling to install pipelines under roads, rail corridors, and environmentally sensitive areas along the raw and treated water pipeline routes. These methods were selected where open trenching was not feasible, ensuring the safe installation of pipelines while minimising disturbance to the surrounding environment and infrastructure. The designs provided constructible, compliant solutions to enable execution of these critical crossings as part of the broader program to secure Cairns’ future water supply.\u003C/p>\n",{"url":697,"alt":1197},"2025 / Cairns Water Security Stage 1 Project-background",{"url":1199,"alt":1200},"https://fps.borely.com/wp-content/uploads/2025/08/cairns-water-security-stage-1-project-capability-statement-future-proof-solutions-630.jpg","2025 / Cairns Water Security Stage 1 Project-card-background","20250901",{"min":1203,"max":617},4.5,{"min":787,"max":1205},599,[1207,1208,1209,1210],{"id":580,"name":581,"description":582,"termTaxonomyId":583},{"id":585,"name":586,"description":587,"termTaxonomyId":588},{"id":645,"name":646,"description":647,"termTaxonomyId":648},{"id":650,"name":651,"description":652,"termTaxonomyId":653},{"display":1212,"locality":1213,"smart":1214,"taxonomyNodes":1219,"taxonomyIds":1231,"region":16,"country":16,"city":16},"Cairns North, QLD, Australia","Cairns North",{"scope":593,"area":49,"areaType":49,"states":1215,"display":1212,"country":595,"countryCode":596,"suburb":1213,"postcode":1217,"state":755,"stateCode":756,"lga":1218},[1216],{"name":755,"code":756},"4870","Cairns",[1220,1224,1228,1230],{"id":1221,"parentId":1222,"termTaxonomyId":1223,"name":1213,"description":16,"locationLevel":1016,"showInFilter":1017},"dGVybToyNDM=","dGVybToyNDI=",243,{"id":1222,"parentId":1225,"termTaxonomyId":1226,"name":1218,"description":16,"locationLevel":1227,"showInFilter":1022},"dGVybToyMzI=",242,"area",{"id":1225,"parentId":1024,"termTaxonomyId":1229,"name":755,"description":16,"locationLevel":1026,"showInFilter":1022},232,{"id":1024,"parentId":1028,"termTaxonomyId":1029,"name":595,"description":595,"locationLevel":1030,"showInFilter":1022},[1221,1222,1225,1024],[1233],{"id":601,"name":602,"description":602,"termTaxonomyId":603},[1235,1236,1237,1238,1239],{"id":671,"slug":56,"title":672,"name":672},{"id":669,"slug":83,"title":84,"name":84},{"id":606,"slug":181,"title":182,"name":182},{"id":815,"slug":201,"title":202,"name":202},{"id":1240,"slug":380,"title":381,"name":381},"cG9zdDoxNDE=",[1242,1243],{"id":675,"name":53,"description":672,"termTaxonomyId":676},{"id":609,"name":178,"description":610,"termTaxonomyId":611},[1245,1248,1251],{"docNumber":1246,"owner":1247},"DTMR SPEC MRTS140","Department of Transport and Main Roads",{"docNumber":1249,"owner":1250},"QR SPEC MD -20-173","Queensland Rail",{"docNumber":1252,"owner":1247},"DTMR SPEC MRTS142",[1254,1255],{"id":680,"name":681,"description":681,"termTaxonomyId":682},{"id":615,"name":616,"description":616,"termTaxonomyId":617},[1257,1258],{"id":620,"name":621,"description":621,"termTaxonomyId":622},{"id":1259,"name":1260,"description":1260,"termTaxonomyId":1261},"dGVybToxNDk=","MSCL",149,{"slug":1263,"title":1264,"excerpt":1265,"background":1266,"cardBackground":1269,"projectStatus":571,"date":699,"boreholeDiameter":1272,"crossingLength":1274,"crossingTypes":1276,"location":1278,"industry":1287,"designTypes":1289,"methods":1291,"specifications":1293,"pipeUtilisations":1294,"productPipeTypes":1296},"2025-refresh-vaucluse-and-diamond-bay","2025 / Refresh Vaucluse and Diamond Bay","\u003Cp>The Refresh Vaucluse and Diamond Bay project was developed to clean up one of Sydney’s most iconic coastal areas by diverting untreated wastewater from three remaining ocean outfalls to the Bondi Wastewater Resource Recovery Facility. The works included the construction of two new pump stations at Parsley Bay and Eastern Reserve, three kilometres of new wastewater pipelines, and upgrades to existing infrastructure such as vent shafts and maintenance holes.\u003C/p>\n",{"url":1267,"alt":1268},"https://fps.borely.com/wp-content/uploads/2025/08/refresh-vaucluse-and-diamond-bay-capability-statement-future-proof-solutions-2880.jpg","2025 / Refresh Vaucluse and Diamond Bay-background",{"url":1270,"alt":1271},"https://fps.borely.com/wp-content/uploads/2025/08/refresh-vaucluse-and-diamond-bay-capability-statement-future-proof-solutions-630.jpg","2025 / Refresh Vaucluse and Diamond Bay-card-background",{"min":1273,"max":1273},72.42,{"min":1275,"max":1275},1853,[1277],{"id":580,"name":581,"description":582,"termTaxonomyId":583},{"display":1063,"locality":1064,"smart":1279,"taxonomyNodes":1282,"taxonomyIds":1286,"region":16,"country":16,"city":16},{"scope":593,"area":49,"areaType":49,"states":1280,"display":1063,"country":595,"countryCode":596,"suburb":1064,"postcode":1070,"state":1068,"stateCode":1069,"lga":1064},[1281],{"name":1068,"code":1069},[1283,1284,1285],{"id":1073,"parentId":1074,"termTaxonomyId":1075,"name":1064,"description":16,"locationLevel":1021,"showInFilter":1022},{"id":1074,"parentId":1024,"termTaxonomyId":1077,"name":1068,"description":16,"locationLevel":1026,"showInFilter":1022},{"id":1024,"parentId":1028,"termTaxonomyId":1029,"name":595,"description":595,"locationLevel":1030,"showInFilter":1022},[1073,1074,1024],[1288],{"id":720,"name":721,"description":721,"termTaxonomyId":722},[1290],{"id":669,"slug":83,"title":84,"name":84},[1292],{"id":675,"name":53,"description":672,"termTaxonomyId":676},[],[1295],{"id":1111,"name":1112,"description":1112,"termTaxonomyId":1113},[1297],{"id":620,"name":621,"description":621,"termTaxonomyId":622},{"slug":1299,"title":1300,"excerpt":1301,"background":1302,"cardBackground":1305,"projectStatus":571,"date":1308,"boreholeDiameter":1309,"crossingLength":1310,"crossingTypes":1313,"location":1316,"industry":1334,"designTypes":1336,"methods":1341,"specifications":1345,"pipeUtilisations":1349,"productPipeTypes":1352},"2025-northern-arm-trunk-main-stage-1","2025 / Northern Arm Trunk Main - Stage 1","\u003Cp>Trenchless design crossings were prepared for the Northern Arm Trunk Main (NATM), which will carry filtered water from the new Cowarra Water Treatment Plant to the Sancrox Reservoir, linking into existing mains that supply Port Macquarie.\u003C/p>\n",{"url":1303,"alt":1304},"https://fps.borely.com/wp-content/uploads/2025/08/northern-arm-trunk-main-stage-1-capability-statement-future-proof-solutions-2880.jpg","2025 / Northern Arm Trunk Main - Stage 1-background",{"url":1306,"alt":1307},"https://fps.borely.com/wp-content/uploads/2025/08/northern-arm-trunk-main-stage-1-capability-statement-future-proof-solutions-630.jpg","2025 / Northern Arm Trunk Main - Stage 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Outfalls-background",{"url":1362,"alt":1363},"https://fps.borely.com/wp-content/uploads/2025/08/smap-hdd-outfalls-capability-statement-future-proof-solutions-630.jpg","2025 / SMAP HDD Outfalls-card-background",{"min":1365,"max":1137},6.25,{"min":1367,"max":1368},64,1195,[1370,1371,1372],{"id":580,"name":581,"description":582,"termTaxonomyId":583},{"id":645,"name":646,"description":647,"termTaxonomyId":648},{"id":1373,"name":464,"description":1374,"termTaxonomyId":999},"dGVybToxMA==","Outfall",{"display":1376,"locality":49,"smart":1377,"taxonomyNodes":1382,"taxonomyIds":1388,"region":16,"country":16,"city":16},"NSW & VIC, 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\u003C/p>\n",{"url":1411,"alt":1412},"https://fps.borely.com/wp-content/uploads/2025/08/snowy-2-0-connection-project-overland-cable-capability-statement-future-proof-solutions-2880.jpg","2022 / Snowy 2.0 Connection Project - Overland Cable-background",{"url":1414,"alt":1415},"https://fps.borely.com/wp-content/uploads/2025/08/snowy-2-0-connection-project-overland-cable-capability-statement-future-proof-solutions-630.jpg","2022 / Snowy 2.0 Connection Project - Overland Cable-card-background","2022",{"min":583,"max":583},{"min":841,"max":1419},353,[1421,1422],{"id":580,"name":581,"description":582,"termTaxonomyId":583},{"id":645,"name":646,"description":647,"termTaxonomyId":648},{"display":1424,"locality":1425,"smart":1426,"taxonomyNodes":1431,"taxonomyIds":1440,"region":16,"country":16,"city":16},"Jindabyne, NSW, Australia","Jindabyne",{"scope":593,"area":49,"areaType":49,"states":1427,"display":1424,"country":595,"countryCode":596,"suburb":1425,"postcode":1429,"state":1068,"stateCode":1069,"lga":1430},[1428],{"name":1068,"code":1069},"2627","Snowy Monaro 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/ Wamuran Irrigation Scheme","\u003Cp>Future Proof Solutions was engaged in two critical technical and quality management roles on the Wamuran Irrigation Scheme (WIS). This large-scale water security project is intended to divert recycled water from the Caboolture South Sewage Treatment Plant to a range of farms in the Wamuran region.\u003C/p>\n",{"url":1460,"alt":1461},"https://fps.borely.com/wp-content/uploads/2025/08/wamuran-irrigation-scheme-capability-statement-future-proof-solutions-2880.jpg","2023 / Wamuran Irrigation Scheme-background",{"url":1463,"alt":1464},"https://fps.borely.com/wp-content/uploads/2025/08/wamuran-irrigation-scheme-capability-statement-future-proof-solutions-630.jpg","2023 / Wamuran Irrigation Scheme-card-background",{"min":1466,"max":787},24,{"min":881,"max":1468},556,[1470,1471,1472],{"id":580,"name":581,"description":582,"termTaxonomyId":583},{"id":645,"name":646,"description":647,"termTaxonomyId":648},{"id":650,"name":651,"description":652,"termTaxonomyId":653},{"display":1474,"locality":1475,"smart":1476,"taxonomyNodes":1481,"taxonomyIds":1490,"region":16,"country":16,"city":16},"Caboolture, QLD, Australia","Caboolture",{"scope":593,"area":49,"areaType":49,"states":1477,"display":1474,"country":595,"countryCode":596,"suburb":1475,"postcode":1479,"state":755,"stateCode":756,"lga":1480},[1478],{"name":755,"code":756},"4510","Moreton Bay",[1482,1486,1488,1489],{"id":1483,"parentId":1484,"termTaxonomyId":1485,"name":1475,"description":16,"locationLevel":1016,"showInFilter":1017},"dGVybToyNDk=","dGVybToyNDg=",249,{"id":1484,"parentId":1225,"termTaxonomyId":1487,"name":1480,"description":16,"locationLevel":1021,"showInFilter":1022},248,{"id":1225,"parentId":1024,"termTaxonomyId":1229,"name":755,"description":16,"locationLevel":1026,"showInFilter":1022},{"id":1024,"parentId":1028,"termTaxonomyId":1029,"name":595,"description":595,"locationLevel":1030,"showInFilter":1022},[1483,1484,1225,1024],[1492],{"id":720,"name":721,"description":721,"termTaxonomyId":722},[1494,1495,1496,1497,1498],{"id":671,"slug":56,"title":672,"name":672},{"id":669,"slug":83,"title":84,"name":84},{"id":606,"slug":181,"title":182,"name":182},{"id":815,"slug":201,"title":202,"name":202},{"id":1178,"slug":302,"title":303,"name":303},[1500],{"id":675,"name":53,"description":672,"termTaxonomyId":676},[],[1503],{"id":906,"name":907,"description":907,"termTaxonomyId":908},[1505],{"id":620,"name":621,"description":621,"termTaxonomyId":622},{"slug":1507,"title":1508,"excerpt":1509,"background":1510,"cardBackground":1513,"projectStatus":571,"date":997,"boreholeDiameter":1516,"crossingLength":1517,"crossingTypes":1519,"location":1521,"industry":1528,"designTypes":1530,"methods":1534,"specifications":1536,"pipeUtilisations":1540,"productPipeTypes":1542},"2024-burpengary-east-sewage-treatment-plant-outfalls","2024 / Burpengary East Sewage Treatment Plant Outfalls","\u003Cp>FPS was engaged as both Technical Advisor and Trenchless Designer for the project, ensuring the high standards required for this environmentally sensitive marine outfall were met. 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Australia",{"scope":593,"area":49,"areaType":49,"states":1524,"display":1522,"country":595,"countryCode":596,"suburb":1475,"postcode":49,"state":49,"stateCode":49,"lga":49},[],[1526],{"id":1024,"parentId":1028,"termTaxonomyId":1029,"name":595,"description":595,"locationLevel":1030,"showInFilter":1022},[1024],[1529],{"id":720,"name":721,"description":721,"termTaxonomyId":722},[1531,1532,1533],{"id":671,"slug":56,"title":672,"name":672},{"id":669,"slug":83,"title":84,"name":84},{"id":1393,"slug":123,"title":1394,"name":1394},[1535],{"id":675,"name":53,"description":672,"termTaxonomyId":676},[1537],{"docNumber":1538,"owner":1539},"UW SPEC PR9788","Unitywater",[1541],{"id":1111,"name":1112,"description":1112,"termTaxonomyId":1113},[1543],{"id":620,"name":621,"description":621,"termTaxonomyId":622},{"slug":1545,"title":1546,"excerpt":1547,"background":1548,"cardBackground":1551,"projectStatus":571,"date":1554,"boreholeDiameter":1555,"crossingLength":1556,"crossingTypes":1559,"location":1561,"industry":1579,"designTypes":1582,"methods":1586,"specifications":1588,"pipeUtilisations":1589,"productPipeTypes":1597},"2024-central-queensland-hydrogen-cq-h2-project-feed-study","2024 / Central Queensland Hydrogen (CQ-H2) Project FEED study","\u003Cp>Future Proof Solutions prepared the trenchless design crossings for sections of the 20-kilometre hydrogen pipeline linking the Hydrogen Production Facility at Aldoga to the Hydrogen Liquefaction Facility at Fisherman’s Landing, Gladstone.\u003C/p>\n",{"url":1549,"alt":1550},"https://fps.borely.com/wp-content/uploads/2025/08/central-queensland-hydrogen-cq-h2-project-feed-study-capability-statement-future-proof-solutions-2880.jpg","2024 / Central Queensland Hydrogen (CQ-H2) Project FEED study-background",{"url":1552,"alt":1553},"https://fps.borely.com/wp-content/uploads/2025/08/central-queensland-hydrogen-cq-h2-project-feed-study-capability-statement-future-proof-solutions-630.jpg","2024 / Central Queensland Hydrogen (CQ-H2) Project FEED study-card-background","20240601",{"min":617,"max":617},{"min":1557,"max":1558},706,1474,[1560],{"id":645,"name":646,"description":647,"termTaxonomyId":648},{"display":1562,"locality":1563,"smart":1564,"taxonomyNodes":1569,"taxonomyIds":1578,"region":16,"country":16,"city":16},"Gladstone Central, QLD, Australia","Gladstone Central",{"scope":593,"area":49,"areaType":49,"states":1565,"display":1562,"country":595,"countryCode":596,"suburb":1563,"postcode":1567,"state":755,"stateCode":756,"lga":1568},[1566],{"name":755,"code":756},"4680","Gladstone",[1570,1574,1576,1577],{"id":1571,"parentId":1572,"termTaxonomyId":1573,"name":1563,"description":16,"locationLevel":1016,"showInFilter":1017},"dGVybToyNTE=","dGVybToyNTA=",251,{"id":1572,"parentId":1225,"termTaxonomyId":1575,"name":1568,"description":16,"locationLevel":1021,"showInFilter":1022},250,{"id":1225,"parentId":1024,"termTaxonomyId":1229,"name":755,"description":16,"locationLevel":1026,"showInFilter":1022},{"id":1024,"parentId":1028,"termTaxonomyId":1029,"name":595,"description":595,"locationLevel":1030,"showInFilter":1022},[1571,1572,1225,1024],[1580,1581],{"id":1166,"name":1167,"description":1167,"termTaxonomyId":1168},{"id":810,"name":811,"description":811,"termTaxonomyId":812},[1583,1584,1585],{"id":671,"slug":56,"title":672,"name":672},{"id":669,"slug":83,"title":84,"name":84},{"id":1178,"slug":302,"title":303,"name":303},[1587],{"id":675,"name":53,"description":672,"termTaxonomyId":676},[],[1590,1593],{"id":1591,"name":1592,"description":1592,"termTaxonomyId":1367},"dGVybTo2NA==","Hydrogen",{"id":1594,"name":1595,"description":1595,"termTaxonomyId":1596},"dGVybTo2Mw==","Hydrogen Compounds",63,[1598],{"id":1121,"name":1122,"description":1122,"termTaxonomyId":1123},{"slug":1600,"title":1601,"excerpt":1602,"background":1603,"cardBackground":1606,"projectStatus":571,"date":1609,"boreholeDiameter":1610,"crossingLength":1612,"crossingTypes":1615,"location":1617,"industry":1634,"designTypes":1636,"methods":1639,"specifications":1641,"pipeUtilisations":1646,"productPipeTypes":1648},"2019-isle-of-capri-bridge","2019 / Isle of Capri Bridge","\u003Cp>FPS provided for-construction design and project engagement for the HDD installation of 2 x DN710 HDPE sewer rising mains up to 270m in length. Design, calculations, and project management support for the installation was provided for City of Gold Coast Council. Works were conducted amongst large numbers of existing services and in close proximity to areas of environmental and social significance. HDD designs included complex combined radii to avoid existing services and easement boundaries, while complying with HDD drilling techniques and best practice to mitigate risk.\u003C/p>\n",{"url":1604,"alt":1605},"https://fps.borely.com/wp-content/uploads/2025/08/isle-of-capri-bridge-future-proof-solutions-copy-2880.jpg","2019 / Isle of Capri Bridge-background",{"url":1607,"alt":1608},"https://fps.borely.com/wp-content/uploads/2025/08/isle-of-capri-bridge-future-proof-solutions-copy-630.jpg","2019 / Isle of Capri Bridge-card-background","2019",{"min":1611,"max":1611},40,{"min":1613,"max":1614},131,271,[1616],{"id":645,"name":646,"description":647,"termTaxonomyId":648},{"display":1618,"locality":1619,"smart":1620,"taxonomyNodes":1624,"taxonomyIds":1633,"region":16,"country":16,"city":16},"Isle of Capri, QLD, Australia","Isle of Capri",{"scope":593,"area":49,"areaType":49,"states":1621,"display":1618,"country":595,"countryCode":596,"suburb":1619,"postcode":1623,"state":755,"stateCode":756,"lga":758},[1622],{"name":755,"code":756},"4217",[1625,1629,1631,1632],{"id":1626,"parentId":1627,"termTaxonomyId":1628,"name":1619,"description":16,"locationLevel":1016,"showInFilter":1017},"dGVybToyNTc=","dGVybToyNTY=",257,{"id":1627,"parentId":1225,"termTaxonomyId":1630,"name":758,"description":16,"locationLevel":1021,"showInFilter":1022},256,{"id":1225,"parentId":1024,"termTaxonomyId":1229,"name":755,"description":16,"locationLevel":1026,"showInFilter":1022},{"id":1024,"parentId":1028,"termTaxonomyId":1029,"name":595,"description":595,"locationLevel":1030,"showInFilter":1022},[1626,1627,1225,1024],[1635],{"id":720,"name":721,"description":721,"termTaxonomyId":722},[1637,1638],{"id":669,"slug":83,"title":84,"name":84},{"id":1178,"slug":302,"title":303,"name":303},[1640],{"id":675,"name":53,"description":672,"termTaxonomyId":676},[1642,1643],{"docNumber":1246,"owner":1247},{"docNumber":1644,"owner":1645},"COGC 58409229 Part E2","City of Gold Coast",[1647],{"id":1111,"name":1112,"description":1112,"termTaxonomyId":1113},[1649],{"id":620,"name":621,"description":621,"termTaxonomyId":622},{"slug":1651,"title":1652,"excerpt":1653,"background":1654,"cardBackground":1657,"projectStatus":571,"date":1660,"boreholeDiameter":1661,"crossingLength":1662,"crossingTypes":1665,"location":1667,"industry":1685,"designTypes":1687,"methods":1693,"specifications":1695,"pipeUtilisations":1699,"productPipeTypes":1701},"2020-nbn-bay-islands","2020 / NBN Bay Islands","\u003Cp>FPS provided specialist design content for the drilling and installation of 4 x 140mm HDPE conduits of lengths up to 1000m to link mainland NBN infrastructure to several of the bay islands. Full for-construction design suites including HDD profiles and alignments, site layouts, stringing/welding areas and hydrofracture gradients were provided. These HDD designs encompassed challenging operational constraints, including limited access for entry and exit pads, logistical issues with equipment transport and loading, and requirements to minimise construction impacts on environmentally and socially significant areas.\u003C/p>\n",{"url":1655,"alt":1656},"https://fps.borely.com/wp-content/uploads/2025/08/nbn-bay-islands-future-proof-solutions-2880.jpg","2020 / NBN Bay Islands-background",{"url":1658,"alt":1659},"https://fps.borely.com/wp-content/uploads/2025/08/nbn-bay-islands-future-proof-solutions-630.jpg","2020 / NBN Bay Islands-card-background","2020",{"min":583,"max":583},{"min":1663,"max":1664},395,976,[1666],{"id":645,"name":646,"description":647,"termTaxonomyId":648},{"display":1668,"locality":1669,"smart":1670,"taxonomyNodes":1675,"taxonomyIds":1684,"region":16,"country":16,"city":16},"Redland Bay, QLD, Australia","Redland Bay",{"scope":593,"area":49,"areaType":49,"states":1671,"display":1668,"country":595,"countryCode":596,"suburb":1669,"postcode":1673,"state":755,"stateCode":756,"lga":1674},[1672],{"name":755,"code":756},"4165","Redland",[1676,1680,1682,1683],{"id":1677,"parentId":1678,"termTaxonomyId":1679,"name":1669,"description":16,"locationLevel":1016,"showInFilter":1017},"dGVybToyNTM=","dGVybToyNTI=",253,{"id":1678,"parentId":1225,"termTaxonomyId":1681,"name":1674,"description":16,"locationLevel":1021,"showInFilter":1022},252,{"id":1225,"parentId":1024,"termTaxonomyId":1229,"name":755,"description":16,"locationLevel":1026,"showInFilter":1022},{"id":1024,"parentId":1028,"termTaxonomyId":1029,"name":595,"description":595,"locationLevel":1030,"showInFilter":1022},[1677,1678,1225,1024],[1686],{"id":763,"name":764,"description":764,"termTaxonomyId":765},[1688,1689,1690],{"id":671,"slug":56,"title":672,"name":672},{"id":669,"slug":83,"title":84,"name":84},{"id":1691,"slug":103,"title":1692,"name":1692},"cG9zdDoxMDk=","HDD – Intersect",[1694],{"id":675,"name":53,"description":672,"termTaxonomyId":676},[1696],{"docNumber":1697,"owner":1698},"TIC 010260W01","Telstra/InfraCo",[1700],{"id":680,"name":681,"description":681,"termTaxonomyId":682},[1702],{"id":620,"name":621,"description":621,"termTaxonomyId":622},{"slug":1704,"title":1705,"excerpt":1706,"background":1707,"cardBackground":1710,"projectStatus":571,"date":1660,"boreholeDiameter":1712,"crossingLength":1714,"crossingTypes":1717,"location":1720,"industry":1738,"designTypes":1741,"methods":1744,"specifications":1746,"pipeUtilisations":1748,"productPipeTypes":1750},"2020-mardi-to-warnervale-pipeline-hdil","2020 / Mardi to Warnervale Pipeline HDIL","\u003Cp>FPS provided full for-construction design for the drilling and installation of 4 large diameter HDPE water pipeline crossings, up to 750m in length. Full design suites were provided, including HDD profiles and alignments, site layouts, stringing/welding areas, fracture gradients, BHA summary, drilling fluid program, grouting program, overbend plans, and a full costing and construction evaluation. Plus 2 additional shots for MRL.\u003C/p>\n",{"url":1708,"alt":1709},"https://fps.borely.com/wp-content/uploads/2025/08/mardi-to-warnervale-pipeline-hdil-future-proof-solutions-copy-2880.jpg","2020 / Mardi to Warnervale Pipeline HDIL-background",{"url":694,"alt":1711},"2020 / Mardi to Warnervale Pipeline HDIL-card-background",{"min":1713,"max":1713},44,{"min":1715,"max":1716},711,754,[1718,1719],{"id":580,"name":581,"description":582,"termTaxonomyId":583},{"id":645,"name":646,"description":647,"termTaxonomyId":648},{"display":1721,"locality":1722,"smart":1723,"taxonomyNodes":1728,"taxonomyIds":1737,"region":16,"country":16,"city":16},"Wyong, NSW, Australia","Wyong",{"scope":593,"area":49,"areaType":49,"states":1724,"display":1721,"country":595,"countryCode":596,"suburb":1722,"postcode":1726,"state":1068,"stateCode":1069,"lga":1727},[1725],{"name":1068,"code":1069},"2259","Central Coast",[1729,1733,1735,1736],{"id":1730,"parentId":1731,"termTaxonomyId":1732,"name":1722,"description":16,"locationLevel":1016,"showInFilter":1017},"dGVybToyNjU=","dGVybToyNjQ=",265,{"id":1731,"parentId":1074,"termTaxonomyId":1734,"name":1727,"description":16,"locationLevel":1021,"showInFilter":1022},264,{"id":1074,"parentId":1024,"termTaxonomyId":1077,"name":1068,"description":16,"locationLevel":1026,"showInFilter":1022},{"id":1024,"parentId":1028,"termTaxonomyId":1029,"name":595,"description":595,"locationLevel":1030,"showInFilter":1022},[1730,1731,1074,1024],[1739,1740],{"id":601,"name":602,"description":602,"termTaxonomyId":603},{"id":720,"name":721,"description":721,"termTaxonomyId":722},[1742,1743],{"id":669,"slug":83,"title":84,"name":84},{"id":1691,"slug":103,"title":1692,"name":1692},[1745],{"id":675,"name":53,"description":672,"termTaxonomyId":676},[1747],{"docNumber":1347,"owner":1348},[1749],{"id":615,"name":616,"description":616,"termTaxonomyId":617},[1751],{"id":620,"name":621,"description":621,"termTaxonomyId":622},{"slug":1753,"title":1754,"excerpt":1755,"background":1756,"cardBackground":1759,"projectStatus":571,"date":1416,"boreholeDiameter":1762,"crossingLength":1763,"crossingTypes":1766,"location":1770,"industry":1788,"designTypes":1790,"methods":1795,"specifications":1797,"pipeUtilisations":1798,"productPipeTypes":1800},"2022-project-thenus-seawater-intake-pipeline","2022 / Project Thenus - Seawater Intake Pipeline","\u003Cp>FPS completed detailed design for the drilling and installation of 6 x 560mm HDPE water pipelines up to 1200m in length for an innovative large-scale aquaculture operation. An extensive design and engineering suite was delivered, including HDD profiles and alignments, installation and integrity calculations, anchor block calculations, drilling fluid plans, and site layouts. Design included two ocean outfalls for the recovery of seawater to the aquaculture operation. \u003C/p>\n",{"url":1757,"alt":1758},"https://fps.borely.com/wp-content/uploads/2025/08/ablp-future-proof-solutions-copy-2880.jpg","2022 / Project Thenus - Seawater Intake Pipeline-background",{"url":1760,"alt":1761},"https://fps.borely.com/wp-content/uploads/2025/08/ablp-future-proof-solutions-copy-630.jpg","2022 / Project Thenus - Seawater Intake Pipeline-card-background",{"min":922,"max":957},{"min":1764,"max":1765},262,1095,[1767,1768,1769],{"id":580,"name":581,"description":582,"termTaxonomyId":583},{"id":645,"name":646,"description":647,"termTaxonomyId":648},{"id":1373,"name":464,"description":1374,"termTaxonomyId":999},{"display":1771,"locality":1772,"smart":1773,"taxonomyNodes":1778,"taxonomyIds":1787,"region":16,"country":16,"city":16},"Kingscliff, NSW, Australia","Kingscliff",{"scope":593,"area":49,"areaType":49,"states":1774,"display":1771,"country":595,"countryCode":596,"suburb":1772,"postcode":1776,"state":1068,"stateCode":1069,"lga":1777},[1775],{"name":1068,"code":1069},"2487","Tweed",[1779,1783,1785,1786],{"id":1780,"parentId":1781,"termTaxonomyId":1782,"name":1772,"description":16,"locationLevel":1016,"showInFilter":1017},"dGVybToyNTk=","dGVybToyNTg=",259,{"id":1781,"parentId":1074,"termTaxonomyId":1784,"name":1777,"description":16,"locationLevel":1021,"showInFilter":1022},258,{"id":1074,"parentId":1024,"termTaxonomyId":1077,"name":1068,"description":16,"locationLevel":1026,"showInFilter":1022},{"id":1024,"parentId":1028,"termTaxonomyId":1029,"name":595,"description":595,"locationLevel":1030,"showInFilter":1022},[1780,1781,1074,1024],[1789],{"id":806,"name":807,"description":807,"termTaxonomyId":808},[1791,1792,1793,1794],{"id":671,"slug":56,"title":672,"name":672},{"id":669,"slug":83,"title":84,"name":84},{"id":1393,"slug":123,"title":1394,"name":1394},{"id":1178,"slug":302,"title":303,"name":303},[1796],{"id":675,"name":53,"description":672,"termTaxonomyId":676},[],[1799],{"id":615,"name":616,"description":616,"termTaxonomyId":617},[1801],{"id":620,"name":621,"description":621,"termTaxonomyId":622},{"slug":1803,"title":1804,"excerpt":1805,"background":1806,"cardBackground":1808,"projectStatus":571,"date":1660,"boreholeDiameter":1810,"crossingLength":1812,"crossingTypes":1815,"location":1818,"industry":1833,"designTypes":1834,"methods":1838,"specifications":1840,"pipeUtilisations":1841,"productPipeTypes":1843},"2020-block-b-o-gas-vietnam","2020 / Block B O Gas (Vietnam)","\u003Cp>FPS was engaged to provide for-construction design for this 400mm steel gas pipeline project. Designs including 6 x HDD bores up to 970m in length were provided, as well as site layouts and shipping logistic management plans. \u003C/p>\n",{"url":919,"alt":1807},"2020 / Block B O Gas (Vietnam)-background",{"url":916,"alt":1809},"2020 / Block B O Gas (Vietnam)-card-background",{"min":1811,"max":922},26,{"min":1813,"max":1814},380,975,[1816,1817],{"id":580,"name":581,"description":582,"termTaxonomyId":583},{"id":645,"name":646,"description":647,"termTaxonomyId":648},{"display":1819,"locality":1820,"smart":1821,"taxonomyNodes":1825,"taxonomyIds":1832,"region":16,"country":16,"city":16},"Can Tho, VCA, Vietnam","Can Tho, VCA",{"scope":593,"area":49,"areaType":49,"states":1822,"display":1819,"country":1823,"countryCode":1824,"suburb":1820,"postcode":49,"state":49,"stateCode":49,"lga":49},[],"Vietnam","VN",[1826,1830],{"id":1827,"parentId":1828,"termTaxonomyId":1829,"name":1820,"description":16,"locationLevel":1016,"showInFilter":1022},"dGVybToyNjc=","dGVybToxNzc=",267,{"id":1828,"parentId":1831,"termTaxonomyId":745,"name":1823,"description":16,"locationLevel":1030,"showInFilter":1022},"dGVybToxMDc=",[1827,1828],[],[1835,1836,1837],{"id":671,"slug":56,"title":672,"name":672},{"id":669,"slug":83,"title":84,"name":84},{"id":1691,"slug":103,"title":1692,"name":1692},[1839],{"id":675,"name":53,"description":672,"termTaxonomyId":676},[],[1842],{"id":1107,"name":1108,"description":1108,"termTaxonomyId":1109},[1844],{"id":1117,"name":1118,"description":1118,"termTaxonomyId":1119},{"slug":1846,"title":1847,"excerpt":1848,"background":1849,"cardBackground":1852,"projectStatus":571,"date":1660,"boreholeDiameter":1855,"crossingLength":1856,"crossingTypes":1859,"location":1862,"industry":1879,"designTypes":1881,"methods":1885,"specifications":1887,"pipeUtilisations":1889,"productPipeTypes":1891},"2020-centenary-highway-rm019-replacement","2020 / Centenary Highway RM019 Replacement","\u003Cp>FPS provided specialist design and construction evaluation for the drilling and installation of 2 x 560mm HDPE sewer main pipelines under Brisbane’s busy Centenary Highway. For-construction design suites for the 290m and 640m crossings included a complete construction evaluation, HDD profiles and alignments, installation & integrity calculation, hydrofracture analysis, site layouts, drilling fluid plans, grouting plan, anchor block, and pullhead calculations. Onsite project support was also provided, including environmental and drilling fluid sampling, drilling fluid testing with onsite laboratory, record production and management, HSEQ support, ITP facilitation, client and stakeholder liaison, and management of laboratory analysis.\u003C/p>\n",{"url":1850,"alt":1851},"https://fps.borely.com/wp-content/uploads/2025/08/centenary-highway-rm019-replacement-future-proof-solutions-2880.jpg","2020 / Centenary Highway RM019 Replacement-background",{"url":1853,"alt":1854},"https://fps.borely.com/wp-content/uploads/2025/08/centenary-highway-rm019-replacement-future-proof-solutions-630.jpg","2020 / Centenary Highway RM019 Replacement-card-background",{"min":957,"max":1713},{"min":1857,"max":1858},296,673,[1860,1861],{"id":580,"name":581,"description":582,"termTaxonomyId":583},{"id":645,"name":646,"description":647,"termTaxonomyId":648},{"display":1863,"locality":1864,"smart":1865,"taxonomyNodes":1869,"taxonomyIds":1878,"region":16,"country":16,"city":16},"Jindalee, QLD, Australia","Jindalee",{"scope":593,"area":49,"areaType":49,"states":1866,"display":1863,"country":595,"countryCode":596,"suburb":1864,"postcode":1868,"state":755,"stateCode":756,"lga":853},[1867],{"name":755,"code":756},"4074",[1870,1874,1876,1877],{"id":1871,"parentId":1872,"termTaxonomyId":1873,"name":1864,"description":16,"locationLevel":1016,"showInFilter":1017},"dGVybToyNjA=","dGVybToyMzM=",260,{"id":1872,"parentId":1225,"termTaxonomyId":1875,"name":853,"description":16,"locationLevel":1021,"showInFilter":1022},233,{"id":1225,"parentId":1024,"termTaxonomyId":1229,"name":755,"description":16,"locationLevel":1026,"showInFilter":1022},{"id":1024,"parentId":1028,"termTaxonomyId":1029,"name":595,"description":595,"locationLevel":1030,"showInFilter":1022},[1871,1872,1225,1024],[1880],{"id":720,"name":721,"description":721,"termTaxonomyId":722},[1882,1883,1884],{"id":671,"slug":56,"title":672,"name":672},{"id":669,"slug":83,"title":84,"name":84},{"id":1178,"slug":302,"title":303,"name":303},[1886],{"id":675,"name":53,"description":672,"termTaxonomyId":676},[1888],{"docNumber":1246,"owner":1247},[1890],{"id":1111,"name":1112,"description":1112,"termTaxonomyId":1113},[1892],{"id":620,"name":621,"description":621,"termTaxonomyId":622},{"slug":1894,"title":1895,"excerpt":1896,"background":1897,"cardBackground":1900,"projectStatus":571,"date":1660,"boreholeDiameter":1903,"crossingLength":1904,"crossingTypes":1905,"location":1907,"industry":1922,"designTypes":1928,"methods":1931,"specifications":1933,"pipeUtilisations":1935,"productPipeTypes":1938},"2020-m1-varsity-lakes-to-tugan-currumbin-creek-hdds","2020 / M1 Varsity Lakes to Tugan Currumbin Creek HDDs","\u003Cp>As part of early works of the major 10km Pacific Motorway Upgrade, relocation of above and underground public services was required. Horizontal Directional Drilling was used to install four replacement pipelines – 2 x water, 1 x recycled water, 1 x sewer – under the environmentally sensitive Currumbin Creek. The four 250m HDD crossings installed HDPE pipes up to 800mm in diameter, with two crossings also requiring an internal carrier pipe inserted into the larger enveloper pipe.\u003C/p>\n",{"url":1898,"alt":1899},"https://fps.borely.com/wp-content/uploads/2025/08/m1-varsity-lakes-to-tugan-currumbin-creek-hdds-future-proof-solutions-2880.jpg","2020 / M1 Varsity Lakes to Tugan Currumbin Creek HDDs-background",{"url":1901,"alt":1902},"https://fps.borely.com/wp-content/uploads/2025/08/m1-varsity-lakes-to-tugan-currumbin-creek-hdds-future-proof-solutions-630.jpg","2020 / M1 Varsity Lakes to Tugan Currumbin Creek HDDs-card-background",{"min":957,"max":1713},{"min":1025,"max":1485},[1906],{"id":645,"name":646,"description":647,"termTaxonomyId":648},{"display":1908,"locality":1909,"smart":1910,"taxonomyNodes":1914,"taxonomyIds":1921,"region":16,"country":16,"city":16},"Currumbin, QLD, Australia","Currumbin",{"scope":593,"area":49,"areaType":49,"states":1911,"display":1908,"country":595,"countryCode":596,"suburb":1909,"postcode":1913,"state":755,"stateCode":756,"lga":758},[1912],{"name":755,"code":756},"4223",[1915,1918,1919,1920],{"id":1916,"parentId":1627,"termTaxonomyId":1917,"name":1909,"description":16,"locationLevel":1016,"showInFilter":1017},"dGVybToyNjg=",268,{"id":1627,"parentId":1225,"termTaxonomyId":1630,"name":758,"description":16,"locationLevel":1021,"showInFilter":1022},{"id":1225,"parentId":1024,"termTaxonomyId":1229,"name":755,"description":16,"locationLevel":1026,"showInFilter":1022},{"id":1024,"parentId":1028,"termTaxonomyId":1029,"name":595,"description":595,"locationLevel":1030,"showInFilter":1022},[1916,1627,1225,1024],[1923,1927],{"id":1924,"name":1925,"description":1925,"termTaxonomyId":1926},"dGVybToxMTQ=","Road Authority",114,{"id":720,"name":721,"description":721,"termTaxonomyId":722},[1929,1930],{"id":671,"slug":56,"title":672,"name":672},{"id":669,"slug":83,"title":84,"name":84},[1932],{"id":675,"name":53,"description":672,"termTaxonomyId":676},[1934],{"docNumber":1246,"owner":1247},[1936,1937],{"id":1111,"name":1112,"description":1112,"termTaxonomyId":1113},{"id":615,"name":616,"description":616,"termTaxonomyId":617},[1939],{"id":620,"name":621,"description":621,"termTaxonomyId":622},{"slug":1941,"title":1942,"excerpt":1943,"background":1944,"cardBackground":1947,"projectStatus":571,"date":1660,"boreholeDiameter":1950,"crossingLength":1951,"crossingTypes":1953,"location":1955,"industry":1971,"designTypes":1973,"methods":1976,"specifications":1978,"pipeUtilisations":1979,"productPipeTypes":1981},"2020-gsp-offshore-landfall","2020 / GSP Offshore Landfall","\u003Cp>FPS provided for-construction engineering for this stage of the Midia major gas pipeline project, which incorporated Romania’s first ocean outfall. Products delivered for the 1514m long, 270m deep steel outfall crossing in the Black Sea included installation and integrity calculations, hydrofracture analysis, and an innovative drill pipe bending and lifting analysis which was thoroughly scrutinised and validated by Lloyds of London.\u003C/p>\n",{"url":1945,"alt":1946},"https://fps.borely.com/wp-content/uploads/2025/08/gsp-offshore-landfall-future-proof-solutions-2880.jpg","2020 / GSP Offshore Landfall-background",{"url":1948,"alt":1949},"https://fps.borely.com/wp-content/uploads/2025/08/gsp-offshore-landfall-future-proof-solutions-630.jpg","2020 / GSP Offshore Landfall-card-background",{"min":1137,"max":1137},{"min":1952,"max":1952},1505,[1954],{"id":1373,"name":464,"description":1374,"termTaxonomyId":999},{"display":1956,"locality":1957,"smart":1958,"taxonomyNodes":1962,"taxonomyIds":1970,"region":16,"country":16,"city":16},"Vadu, CND, Romania","Vadu, CND",{"scope":593,"area":49,"areaType":49,"states":1959,"display":1956,"country":1960,"countryCode":1961,"suburb":1957,"postcode":49,"state":49,"stateCode":49,"lga":49},[],"Romania","RO",[1963,1967],{"id":1964,"parentId":1965,"termTaxonomyId":1966,"name":1957,"description":16,"locationLevel":1016,"showInFilter":1022},"dGVybToyNTQ=","dGVybToxNzM=",254,{"id":1965,"parentId":1968,"termTaxonomyId":1969,"name":1960,"description":16,"locationLevel":1030,"showInFilter":1022},"dGVybToxMDI=",173,[1964,1965],[1972],{"id":810,"name":811,"description":811,"termTaxonomyId":812},[1974,1975],{"id":669,"slug":83,"title":84,"name":84},{"id":1691,"slug":103,"title":1692,"name":1692},[1977],{"id":675,"name":53,"description":672,"termTaxonomyId":676},[],[1980],{"id":1107,"name":1108,"description":1108,"termTaxonomyId":1109},[1982],{"id":1117,"name":1118,"description":1118,"termTaxonomyId":1119},{"slug":1984,"title":1985,"excerpt":1986,"background":1987,"cardBackground":1990,"projectStatus":571,"date":1993,"boreholeDiameter":1994,"crossingLength":1995,"crossingTypes":1997,"location":1999,"industry":2009,"designTypes":2011,"methods":2013,"specifications":2015,"pipeUtilisations":2017,"productPipeTypes":2019},"2021-a01-to-gwwtp-srm-hdds","2021 / A01 to GWWTP SRM HDDs","\u003Cp>FPS provided preliminary design and engineering of 2 x 710mm water pipeline crossings to the Gladstone Waste Water Treatment Plant. Management of feasibility study, detailed design suites, and for-construction designs, including extensive client liaison and communication was also delivered as part of FPS’ scope.\u003C/p>\n",{"url":1988,"alt":1989},"https://fps.borely.com/wp-content/uploads/2025/08/a01-to-gwwtp-srm-hdds-future-proof-solutions-2880.jpg","2021 / A01 to GWWTP SRM HDDs-background",{"url":1991,"alt":1992},"https://fps.borely.com/wp-content/uploads/2025/08/a01-to-gwwtp-srm-hdds-future-proof-solutions-630.jpg","2021 / A01 to GWWTP SRM HDDs-card-background","2021",{"min":1611,"max":1611},{"min":1575,"max":1996},318,[1998],{"id":645,"name":646,"description":647,"termTaxonomyId":648},{"display":1562,"locality":1563,"smart":2000,"taxonomyNodes":2003,"taxonomyIds":2008,"region":16,"country":16,"city":16},{"scope":593,"area":49,"areaType":49,"states":2001,"display":1562,"country":595,"countryCode":596,"suburb":1563,"postcode":1567,"state":755,"stateCode":756,"lga":1568},[2002],{"name":755,"code":756},[2004,2005,2006,2007],{"id":1571,"parentId":1572,"termTaxonomyId":1573,"name":1563,"description":16,"locationLevel":1016,"showInFilter":1017},{"id":1572,"parentId":1225,"termTaxonomyId":1575,"name":1568,"description":16,"locationLevel":1021,"showInFilter":1022},{"id":1225,"parentId":1024,"termTaxonomyId":1229,"name":755,"description":16,"locationLevel":1026,"showInFilter":1022},{"id":1024,"parentId":1028,"termTaxonomyId":1029,"name":595,"description":595,"locationLevel":1030,"showInFilter":1022},[1571,1572,1225,1024],[2010],{"id":720,"name":721,"description":721,"termTaxonomyId":722},[2012],{"id":669,"slug":83,"title":84,"name":84},[2014],{"id":675,"name":53,"description":672,"termTaxonomyId":676},[2016],{"docNumber":1246,"owner":1247},[2018],{"id":1111,"name":1112,"description":1112,"termTaxonomyId":1113},[2020],{"id":620,"name":621,"description":621,"termTaxonomyId":622},{"slug":2022,"title":2023,"excerpt":2024,"background":2025,"cardBackground":2028,"projectStatus":571,"date":1993,"boreholeDiameter":2031,"crossingLength":2032,"crossingTypes":2035,"location":2037,"industry":2047,"designTypes":2049,"methods":2051,"specifications":2053,"pipeUtilisations":2054,"productPipeTypes":2059},"2021-yarwun-gw-south-fs","2021 / Yarwun GW South FS","\u003Cp>FPS were engaged to provide for-construction design of 2 x 160mm perforated dewatering pipelines, to be installed via HDD at the Rio Tinto Yarwun Alumina Refinery resource management area. FPS provided its full suite of engineering design documentation, including HDD profile and alignments, hydrofracture analysis, drilling fluid plan, rig anchor design/calculation and execution summary, for the 500m+ crossings. A projects team member was also engaged on site in a full-time construction support role, performing drilling fluid sampling and onsite laboratory testing, environmental sampling, administrative and records management, and HSEQ support to the contractor on behalf of the client.\u003C/p>\n",{"url":2026,"alt":2027},"https://fps.borely.com/wp-content/uploads/2025/08/yarwun-gw-south-fs-future-proof-solutions-2880.jpg","2021 / Yarwun GW South FS-background",{"url":2029,"alt":2030},"https://fps.borely.com/wp-content/uploads/2025/08/yarwun-gw-south-fs-future-proof-solutions-630.jpg","2021 / Yarwun GW South FS-card-background",{"min":999,"max":999},{"min":2033,"max":2034},552,730,[2036],{"id":645,"name":646,"description":647,"termTaxonomyId":648},{"display":1562,"locality":1563,"smart":2038,"taxonomyNodes":2041,"taxonomyIds":2046,"region":16,"country":16,"city":16},{"scope":593,"area":49,"areaType":49,"states":2039,"display":1562,"country":595,"countryCode":596,"suburb":1563,"postcode":1567,"state":755,"stateCode":756,"lga":1568},[2040],{"name":755,"code":756},[2042,2043,2044,2045],{"id":1571,"parentId":1572,"termTaxonomyId":1573,"name":1563,"description":16,"locationLevel":1016,"showInFilter":1017},{"id":1572,"parentId":1225,"termTaxonomyId":1575,"name":1568,"description":16,"locationLevel":1021,"showInFilter":1022},{"id":1225,"parentId":1024,"termTaxonomyId":1229,"name":755,"description":16,"locationLevel":1026,"showInFilter":1022},{"id":1024,"parentId":1028,"termTaxonomyId":1029,"name":595,"description":595,"locationLevel":1030,"showInFilter":1022},[1571,1572,1225,1024],[2048],{"id":806,"name":807,"description":807,"termTaxonomyId":808},[2050],{"id":669,"slug":83,"title":84,"name":84},[2052],{"id":675,"name":53,"description":672,"termTaxonomyId":676},[],[2055],{"id":2056,"name":2057,"description":2057,"termTaxonomyId":2058},"dGVybTo3Ng==","Ground Dewatering",76,[2060],{"id":620,"name":621,"description":621,"termTaxonomyId":622},{"slug":2062,"title":2063,"excerpt":2024,"background":2064,"cardBackground":2067,"projectStatus":571,"date":1993,"boreholeDiameter":2070,"crossingLength":2071,"crossingTypes":2073,"location":2075,"industry":2096,"designTypes":2098,"methods":2100,"specifications":2102,"pipeUtilisations":2106,"productPipeTypes":2108},"2021-apa-channel-island-bridge-gas-pipeline-replacement","2021 / APA Channel Island Bridge Gas Pipeline Replacement",{"url":2065,"alt":2066},"https://fps.borely.com/wp-content/uploads/2025/08/apa-channel-island-bridge-gas-pipeline-replacement-future-proof-solutions-2880.jpg","2021 / APA Channel Island Bridge Gas Pipeline Replacement-background",{"url":2068,"alt":2069},"https://fps.borely.com/wp-content/uploads/2025/08/apa-channel-island-bridge-gas-pipeline-replacement-future-proof-solutions-630.jpg","2021 / APA Channel Island Bridge Gas Pipeline Replacement-card-background",{"min":839,"max":839},{"min":2072,"max":2072},1314,[2074],{"id":645,"name":646,"description":647,"termTaxonomyId":648},{"display":2076,"locality":2077,"smart":2078,"taxonomyNodes":2085,"taxonomyIds":2095,"region":16,"country":16,"city":16},"Darwin City, NT, Australia","Darwin City",{"scope":593,"area":49,"areaType":49,"states":2079,"display":2076,"country":595,"countryCode":596,"suburb":2077,"postcode":2083,"state":2081,"stateCode":2082,"lga":2084},[2080],{"name":2081,"code":2082},"Northern Territory","NT","800","Darwin",[2086,2090,2092,2094],{"id":2087,"parentId":2088,"termTaxonomyId":2089,"name":2077,"description":16,"locationLevel":1016,"showInFilter":1017},"dGVybToyNjM=","dGVybToyNjI=",263,{"id":2088,"parentId":2091,"termTaxonomyId":1764,"name":2084,"description":16,"locationLevel":1021,"showInFilter":1022},"dGVybToyNjE=",{"id":2091,"parentId":1024,"termTaxonomyId":2093,"name":2081,"description":16,"locationLevel":1026,"showInFilter":1022},261,{"id":1024,"parentId":1028,"termTaxonomyId":1029,"name":595,"description":595,"locationLevel":1030,"showInFilter":1022},[2087,2088,2091,1024],[2097],{"id":810,"name":811,"description":811,"termTaxonomyId":812},[2099],{"id":669,"slug":83,"title":84,"name":84},[2101],{"id":675,"name":53,"description":672,"termTaxonomyId":676},[2103],{"docNumber":2104,"owner":2105},"APA 530-SP-L-0015","APA",[2107],{"id":1107,"name":1108,"description":1108,"termTaxonomyId":1109},[2109],{"id":1117,"name":1118,"description":1118,"termTaxonomyId":1119},{"slug":2111,"title":2112,"excerpt":2113,"background":2114,"cardBackground":2117,"projectStatus":571,"date":1993,"boreholeDiameter":2120,"crossingLength":2122,"crossingTypes":2125,"location":2127,"industry":2145,"designTypes":2147,"methods":2150,"specifications":2152,"pipeUtilisations":2154,"productPipeTypes":2156},"2021-parmelia-gas-pipeline","2021 / Parmelia Gas Pipeline","\u003Cp>This project involved the installation of two 355mm steel gas pipelines beside active rail corridor infrastructure. 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Installation of new energex power and comms lines as part of the new signalling upgrade to the Bruce Highway (overall Bruce Highway upgrade).\u003Cbr />\n14 crossings in total all drilled and grouted at night.\u003C/p>\n",{"url":2163,"alt":2164},"https://fps.borely.com/wp-content/uploads/2025/08/bruce-highway-bne-gyp-maroochydore-rd-interchange-future-proof-solutions-2880.jpg","2022 / Bruce Highway (BNE-GYP) Maroochydore Rd Interchange-background",{"url":2166,"alt":2167},"https://fps.borely.com/wp-content/uploads/2025/08/bruce-highway-bne-gyp-maroochydore-rd-interchange-future-proof-solutions-630.jpg","2022 / Bruce Highway (BNE-GYP) Maroochydore Rd Interchange-card-background",{"min":1184,"max":638},{"min":1811,"max":2170},77,[2172],{"id":580,"name":581,"description":582,"termTaxonomyId":583},{"display":2174,"locality":49,"smart":2175,"taxonomyNodes":2178,"taxonomyIds":2181,"region":16,"country":16,"city":16},"QLD, Australia",{"scope":1378,"area":49,"areaType":49,"states":2176,"display":2174,"country":595,"countryCode":596,"suburb":49,"postcode":49,"state":49,"stateCode":49,"lga":49},[2177],{"name":755,"code":756},[2179,2180],{"id":1225,"parentId":1024,"termTaxonomyId":1229,"name":755,"description":16,"locationLevel":1026,"showInFilter":1022},{"id":1024,"parentId":1028,"termTaxonomyId":1029,"name":595,"description":595,"locationLevel":1030,"showInFilter":1022},[1225,1024],[2183],{"id":1924,"name":1925,"description":1925,"termTaxonomyId":1926},[2185,2186,2187],{"id":671,"slug":56,"title":672,"name":672},{"id":1038,"slug":143,"title":1039,"name":1039},{"id":1089,"slug":161,"title":162,"name":162},[2189],{"id":675,"name":53,"description":672,"termTaxonomyId":676},[2191],{"docNumber":1246,"owner":1247},[2193,2194],{"id":680,"name":681,"description":681,"termTaxonomyId":682},{"id":684,"name":685,"description":685,"termTaxonomyId":686},[2196],{"id":620,"name":621,"description":621,"termTaxonomyId":622},{"slug":2198,"title":2199,"excerpt":2200,"background":2201,"cardBackground":2204,"projectStatus":571,"date":1993,"boreholeDiameter":2207,"crossingLength":2208,"crossingTypes":2210,"location":2212,"industry":2229,"designTypes":2230,"methods":2237,"specifications":2239,"pipeUtilisations":2240,"productPipeTypes":2242},"2021-cattle-creek-gathering-lines-feed","2021 / Cattle Creek Gathering Lines FEED","\u003Cp>Feasibility study for the pipe installation underneath National park. 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/ Richmond System Wastewater UPG","\u003Cp>The Richmond System Wastewater Upgrade is a major program of works to expand capacity in Richmond and North Richmond, ensuring wastewater can be collected, treated, transported, and recycled to meet future demand.\u003C/p>\n",{"url":3724,"alt":3725},"https://fps.borely.com/wp-content/uploads/2025/09/richmond-system-wastewater-upg-future-proof-solutions-2880.jpg","2024 / Richmond System Wastewater UPG-background",{"url":3727,"alt":3728},"https://fps.borely.com/wp-content/uploads/2025/09/richmond-system-wastewater-upg-future-proof-solutions-630.jpg","2024 / Richmond System Wastewater 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/ M7M12 ITS HDD","\u003Cp>The M7–M12 Integration Project is a key infrastructure initiative to improve travel times and reduce congestion in Western Sydney, providing direct access to residential hubs, commercial centres, and the new Western Sydney International Airport.\u003C/p>\n",{"url":3761,"alt":3762},"https://fps.borely.com/wp-content/uploads/2025/09/m7m12-its-hdd-future-proof-solutions-2880.jpg","2024 / M7M12 ITS HDD-background",{"url":3764,"alt":3765},"https://fps.borely.com/wp-content/uploads/2025/09/m7m12-its-hdd-future-proof-solutions-630.jpg","2024 / M7M12 ITS HDD-card-background",{"min":881,"max":922},{"min":3768,"max":1385},110,[3770],{"id":580,"name":581,"description":582,"termTaxonomyId":583},{"display":1063,"locality":1064,"smart":3772,"taxonomyNodes":3775,"taxonomyIds":3779,"region":16,"country":16,"city":16},{"scope":593,"area":49,"areaType":49,"states":3773,"display":1063,"country":595,"countryCode":596,"suburb":1064,"postcode":1070,"state":1068,"stateCode":1069,"lga":1064},[3774],{"name":1068,"code":1069},[3776,3777,3778],{"id":1073,"parentId":1074,"termTaxonomyId":1075,"name":1064,"description":16,"locationLevel":1021,"showInFilter":1022},{"id":1074,"parentId":1024,"termTaxonomyId":1077,"name":1068,"description":16,"locationLevel":1026,"showInFilter":1022},{"id":1024,"parentId":1028,"termTaxonomyId":1029,"name":595,"description":595,"locationLevel":1030,"showInFilter":1022},[1073,1074,1024],[3781,3782],{"id":664,"name":665,"description":665,"termTaxonomyId":666},{"id":1924,"name":1925,"description":1925,"termTaxonomyId":1926},[3784,3785,3786],{"id":671,"slug":56,"title":672,"name":672},{"id":669,"slug":83,"title":84,"name":84},{"id":1038,"slug":143,"title":1039,"name":1039},[3788],{"id":675,"name":53,"description":672,"termTaxonomyId":676},[3790],{"docNumber":1347,"owner":1348},[3792,3793],{"id":680,"name":681,"description":681,"termTaxonomyId":682},{"id":684,"name":685,"description":685,"termTaxonomyId":686},[3795],{"id":620,"name":621,"description":621,"termTaxonomyId":622},{"title":3797,"description":3798},"Experience","\u003Cp>Discover what’s possible with trenchless construction –  Explore our history of \u003Cstrong>innovative, constructible trenchless solutions\u003C/strong> delivered on infrastructure and utility projects worldwide.\u003C/p>\n",{"title":3797,"description":3800,"keywords":16},"Discover what’s possible with trenchless design. Explore previous crossing designs that deliver innovative, constructible solutions to inspire confidence and creativity on your next infrastructure or utility project, maximising the benefits of trenchless methods where they add the most value.",{"methods":3802,"section":3888,"seo":3890},[3803,3816,3830,3845,3858,3873],{"slug":56,"title":672,"excerpt":3804,"methodAbbreviation":53,"widgetImage":3805,"background":3806,"uhdBackground":3807,"backgroundSingle":3808,"lead":3809,"leadDescription":3810,"image":3811,"imageDescription":3812,"videoTitle":49,"videoDescription":49,"videoList":3813,"video":49,"videoSource":3814,"videoDescription2":49,"seo":3815},"\u003Cp>A steerable method for efficiently installing single or bundled pipes, conduits or cables. A drilling rig, tooling and fluid excavate the borehole, with the product pipe installed via pullback from exit to entry side. Suitable for a wide range of ground conditions.\u003C/p>\n","https://fps.borely.com/wp-content/uploads/2025/06/HDD.jpg","https://fps.borely.com/wp-content/uploads/2025/06/HDD_methods-bg.jpg","https://fps.borely.com/wp-content/uploads/2025/06/HDD_methods_bg_lg-mini.jpg","https://fps.borely.com/wp-content/uploads/2025/06/hdd-2-future-proof-solutions.jpg","Steerable, efficient method for installing single or bundled pipes, conduits, and cables. Drilling rig, tools, and fluid used to excavate material from boreholes in various stable ground conditions, before the pipe is typically pulled into the borehole from exit to entry side by the rig.","\u003Cp>Horizontal Directional Drilling (HDD) is a widely used trenchless construction method for installing pipelines and conduits beneath rivers, roads, railways, and other surface infrastructure with minimal disturbance. The method involves constructing a borehole via iterative drilling passes, commencing with a pilot bore to establish the designed geometry, followed by successive passes of reaming, or opening, to enlarge the pilot hole to the size required to accommodate pullback of the product pipe. Being highly adaptable across ground types and project sizes, HDD is the most commonly used technique for long crossings and large-diameter pipe installations in the trenchless space.\u003C/p>\n\u003Cp>The HDD method typically begins with a surface-launched rig that drills a pilot hole along a pre-designed geometry. Tracking systems as part of the bottom-hole-assembly (BHA), allow operators to monitor and steer the drill head with a high degree of accuracy. Once the pilot hole reaches the planned exit point, a reamer is attached (at either the entry or exit side, depending on the preferred approach), and the borehole is gradually enlarged over a series of reaming passes \u003Cspan data-teams=\"true\">until\u003C/span> it reaches the designed diameter. At this stage a final cleaning pass(s) is performed to remove obstructions from the borehole in anticipation of installing the product pipe. The product pipe is then connected to pullback tooling and pulled into the enlarged borehole, often in a single continuous operation. It should be noted that many variations to this standard process may be employed by a trenchless contractor, such as pilot hole intersections or pipe thrusting for installation of the product pipe. Such adaptability means the method is suitable for a greater breadth of crossing types, site constraints, lengths, and pipe diameters.\u003C/p>\n\u003Cp>Its versatility has made HDD the preferred trenchless method for a wide range of projects, from small-diameter utility conduits to major pipeline river crossings. When appropriately designed and executed, the method is suitable for a broad range of product pipes, including HDPE, steel, and where specifically applicable, PVC or ductile iron. The method is commonly utilised for diameters up to 1,500 mm (60 in.) and for crossing lengths between 100m and 2,000m. Beyond this, in circumstances requiring particularly long or challenging designs, the method lends itself to intersect configurations involving the use of two rigs drilling from alternative sides of a crossing. Utilising this arrangement HDD can achieve crossing lengths beyond 3,000m. Conversely, where suitable equipment is available HDD lends itself to crossing lengths as short as 10m.\u003C/p>\n\u003Ch3 class=\"section-title mt-5\">History\u003C/h3>\n\u003Cp>HDD emerged commercially in the 1970s as a trenchless construction adaptation of vertical drilling techniques used to construct oil wells. The method was pioneered by the Californian engineer Martin Cherrington, who completed the first successful HDD crossing in 1971 by installing a 4-inch gas pipeline under the Pajaro River in California, USA. Adoption of the method was initially slow, as by 1979 fewer than 40 crossings had been completed, all of which were located within the United States. However, with key technical advances in the late 1970s which improved drill rig capacity and the guidance systems used to execute more accurate pilot holes, longer crossings at larger diameters became achievable. This led to the successful completion of a 40 in. steel crossing beneath a river in Houston, USA by Titan Contractors in 1979.\u003C/p>\n\u003Cp>Continued technological development throughout the 1980s resulted in wider adoption of HDD and by the mid-1980s more than 175 HDD crossings had been completed worldwide with the practice spreading across Europe, Australasia, South America, and other regions. Initially, HDD was predominantly applied to oil and gas pipelines although with wider uptake by contractors the method quickly became a standard for installing utilities beneath surface obstacles. With this acceptance came an increased number of successful crossing executions, resulting in rapid innovation of the core principles and equipment utilised to perform the method. This advancement opened HDD to a wider array of crossing types, including land-to-sea installations, ground conditions and pipe materials.\u003C/p>\n\u003Cp>Since its inception HDD has been utilised across a multitude of projects around the world, proving it to be capable in a myriad of scenarios involving a vast array of circumstances. In this sense it has developed an extensive history, something which cannot be represented by a particular project. Despite this, select examples standout in illustrating the method’s exceptional adaptability across a range of applications.\u003C/p>\n\u003Cp>Among the longest HDD crossings ever completed:\u003C/p>\n\u003Cul class=\"py-4\">\n\u003Cli>In 2017, LMR Drilling installed a 4,600 m (approx. 15,090 ft) long, 323.9 mm (approx. 12.75 in.) diameter, 12.5 mm (approx. 0.5 in.) wall thickness, steel water pipeline from Den Helder Harbour to Texel Island, NL beneath the Wadden Sea for N.V. PWN Waterleidingbedrijf Noord-Holland.\u003C/li>\n\u003Cli>In 2018, Langfang Huayuan completed twin 5,200 m (approx. 17,060 ft), 508 mm (20 in.) OD, steel aviation fuel pipelines beneath Victoria Harbour in Hong Kong for the Airport Authority Hong Kong, using a dual-rig configuration and pilot-hole intersect method.\u003C/li>\n\u003Cli>In 2019, Michels Corporation installed a 4,038 m (approx. 13,247 ft) long 508 mm (20 in.) steel pipeline beneath Lake Sakakawea in North Dakota, USA, for WBI Energy Transmission.\u003C/li>\n\u003Cli>In 2023, as part of the Indradhanush Gas Grid project in Northeast India, NRP Projects Pvt. Ltd. completed two HDD crossings of the Brahmaputra River, installing one 4,102 m (approx. 13,460 ft) long 610 mm (24 in.) steel gas main and two 4,080 m (approx. 13,390 ft) long 150 mm (6 in.) steel conduit pipes.\u003C/li>\n\u003C/ul>\n\u003Cp>Among the largest-diameter HDD installations worldwide:\u003C/p>\n\u003Cul class=\"pt-4\">\n\u003Cli>In 2004, under the management of Bechtel, Southeast Directional Drilling completed three HDD crossings for the National Gas Company of Trinidad & Tobago and Atlantic LNG. Each crossing measured between 680 m and 766 m, and involved the installation of a 1,422 mm (56 in.) diameter steel gas pipeline beneath the Guapo River, Trinidad.\u003C/li>\n\u003Cli>In 2010, a 1,800 m HDD crossing of a 1,422 mm (56 in.) diameter steel high-pressure gas pipeline was executed beneath the Amu Darya River in Turkmenistan by an international construction team for Turkmengaz.\u003C/li>\n\u003Cli>In 2018, Horizontal Drilling International (HDI) successfully completed a 1,820 m HDD crossing of a 1,219 mm (48 in.) diameter steel gas main beneath the Axios River in Greece as part of the Trans Adriatic Pipeline (TAP) project for TAP AG.\u003C/li>\n\u003Cli>In 2021, The Crossing Company completed a HDD crossing beneath the Murray River in British Columbia, Canada. The 1,347 m long crossing installed a 1,219 mm (48 in.) diameter steel gas pipeline for TC Energy as part of the Coastal GasLink project.\u003C/li>\n\u003C/ul>\n","https://fps.borely.com/wp-content/uploads/2025/06/horizontal-directional-drilling-hdd-trenchless-method-future-proof-solutions.jpg","\u003Ch3 class=\"section-title\">Design and Method Considerations\u003C/h3>\n\u003Cp>Future Proof Solutions delivers HDD designs tailored to the geotechnical, geometric, and logistical requirements specific to a project. Our design approach couples established engineering principles with practical method treatments to ensure each design is safe, constructible and can be executed with a high degree of success.\u003C/p>\n\u003Cp>\u003Cstrong>Geometric Design\u003C/strong> – The geometric configuration of a HDD design must be carefully engineered to ensure the entry angle, bore profile, and exit location are constructible based on the available drilling equipment, geotechnical profile and surface constraints of the crossing. In addition to these inputs the design must factor the minimum allowable bend radii for the selected pipe material, minimum vertical cover, and adequate clearances from existing infrastructure and sensitive features. Consideration must also be given to elevation changes, horizontal curvature, and overall suitability of the borehole geometry to accommodate drill pipe, reaming tools, and product pipe. Due regard for these elements of a design ensures effective management of annular pressure during construction of a borehole and ultimately facilitates a successful pullback.\u003C/p>\n\u003Cp>\u003Cstrong>Tracking and Steering\u003C/strong> – Accurate pilot bore steering is fundamental to the success of HDD installations. Tracking systems may include walkover, wireline, or gyroscopic methods, each selected based on site-specific conditions such as surface access and potential magnetic interference. Specific to the chosen steering method, the design must allow for appropriate tracking intervals and intermediate access points. Additionally, steering tolerances are influenced by planned radii, ground uniformity, and the presence of underground obstructions, all of which must be assessed during the design phase.\u003C/p>\n\u003Cp>\u003Cstrong>Pipe and Material Selection\u003C/strong> – The selection of pipe materials must account for tensile capacity, flexibility, allowable bend radius, coating durability, and compatibility with installation stresses. Typical materials include HDPE, steel, and ductile iron. The design must specify appropriate wall thicknesses, jointing systems, and coatings suited to the expected installation loads. For extended crossings, high-strength steel or pre-welded pipe strings may be required, in which case detailed coating repair protocols must be included in the methodology.\u003C/p>\n\u003Cp>\u003Cstrong>Geotechnical Conditions and Fluid Design\u003C/strong> – Subsurface conditions play a critical role in the design of HDD operations. Soil classification, permeability, cohesion, groundwater presence, and the occurrence of cobbles or boulders all affect tool selection, fluid design, and reaming strategies. These factors also influence the composition of drilling fluids, which must be formulated to stabilize the borehole, transport cuttings, lubricate the drill string, and control annular pressures. Common formulations include bentonite or polymer-based muds, with viscosity and density tailored to the specific geotechnical profile.\u003C/p>\n\u003Cp>\u003Cstrong>Hydrofracture Risk\u003C/strong> – Hydrofracture occurs when annular fluid pressure exceeds the strength of the surrounding ground formation, leading to unintended fluid release beyond the borehole. To mitigate the risk of hydrofracture, designs must incorporate fracture pressure estimates along the planned geometry based on verified geotechnical inputs and appropriate safety margins. Factors such as entry/exit angles, overburden depth, fluid rheology, and drilling sequence must be evaluated in assessing hydrofracture risk. Depending on the level of risk assessed mitigation treatments can then be applied, including pressure relief tools, fluid pressure control, or alignment adjustments.\u003C/p>\n\u003Cp>\u003Cstrong>Settlement Risk\u003C/strong> – While HDD is inherently low-impact, there remains a risk of surface settlement or heave due to fluid loss, over-excavation, or borehole collapse, particularly in unstable soils. This risk increases in soft or shallow ground conditions, or beneath critical infrastructure where settlement tolerances are lower. For this reason, it is critical that designs consider borehole stability, overcutting effects, and filter cake development to avoid unintended settlement or heave in the construction of a borehole. Additionally, for crossings where high-risk conditions are identified, contingency measures and surface monitoring should be incorporated into the construction plan as best practice.\u003C/p>\n\u003Cp>\u003Cstrong>Reaming and Pullback Strategy\u003C/strong> – Boreholes are typically constructed to 1.3 to 1.5 times the product pipe diameter via a series of controlled reaming passes that build upon the initial pilot hole. The tooling, staging and number of reaming passes to achieve the designed borehole diameter are detailed in a reaming strategy, factoring ground conditions, soil characteristics and crossing length. Implementation of a planned reaming strategy ensures a borehole is progressively enlarged to promote install success, without which staging or tooling errors can compromise borehole integrity or incur timeline blowouts. Once the borehole is constructed, a pullback plan is implemented which takes account of proper pipe support, roller spacing, breakover geometry and handling procedures to prevent pipe overstress. Collectively, proper execution of the reaming strategy and pullback plan ensures that torsional and axial forces do not exceed allowable limits for the selected product pipe.\u003C/p>\n\u003Cp>\u003Cstrong>Construction Layout and Pipe Stringing\u003C/strong> – Site layout must accommodate the equipment and various operational requirements of a HDD crossing, including rig positioning, drilling fluid systems, pipe welding and assembly area, and the associated handling equipment. Entry and exit areas must be configured to allow proper rig alignment, anchor/thrust support, and accommodate slurry pits at either side of a crossing. Additionally, the pipe stringing area should provide sufficient length to accommodate the full string layout for the product pipe, or alternatively, support a staged welding arrangement if a continuous layout is not feasible.\u003C/p>\n\u003Cp>\u003Cstrong>Accuracy and Survey Control\u003C/strong> – Maintaining precise geometry and ensuring designs respond to actual tolerance constraints is essential to a successful HDD. Design tolerances must reflect critical spatial constraints and infrastructure clearance requirements and pilot bore tracking must be supplemented with accurate survey data and as-built documentation. As for the tracking system and survey intervals, these should be selected based on alignment complexity, ground conditions and regulatory standards, with allowances for intermediate validation points where necessary.\u003C/p>\n\u003Ch3 class=\"section-title mt-5\">Guidelines & Design Standards\u003C/h3>\n\u003Cp>Future Proof Solutions delivers trenchless designs and supporting engineering in accordance with internationally recognised and documented trenchless design standards.\u003C/p>\n\u003Cul class=\"py-4\">\n\u003Cli>PR-277-144507-E01 Installation of Pipelines by HDD, An Engineering Design Guide (2015)\u003C/li>\n\u003Cli>ASTM F1962-2025 Standard Guide for Use of Maxi-HDD for Placement of Polyethylene Pipe or Conduit Under Obstacles, Including River Crossings (2025)\u003C/li>\n\u003Cli>NASTT Horizontal Directional Drilling (HDD) Good Practices Guidelines 5th Ed (2024)\u003C/li>\n\u003Cli>ASCE Manuals and Reports on Engineering Practice No. 108 Pipeline Design for Installation by Horizontal Directional Drilling 3rd Ed (2024)\u003C/li>\n\u003Cli>DCA – Technical Guidelines Information and Recommendation for the Planning, Construction and Documentation of HDD Project (2015)\u003C/li>\n\u003Cli>NASTT Introduction to Trenchless Technology New Installation Methods Good Practices Guidelines 1st Ed (2017)\u003C/li>\n\u003C/ul>\n\u003Cp>Horizontal Directional Drilling (HDD) is the workhorse of trenchless pipeline construction. It is a versatile, precise, and capable method that can be applied across a wide range of installations involving a variety of challenging environments. From under-river crossings to congested urban corridors, HDD offers proven performance with minimal surface disruption and high design flexibility. When designed and executed in accordance with established industry practices HDD offers an risk-balanced solution for trenchless pipeline construction. Future Proof Solutions brings expert engineering and field insight to every HDD project, ensuring alignment, feasibility, and successful delivery from start to finish. Engage with us early to optimise your design, manage your risks, and get your crossing done right. Let us take the risk out of trenchless construction.\u003C/p>\n",[],{"title":49,"link":49},{"title":672,"description":3809,"keywords":49,"imageAlt":49,"imageUrl":49},{"slug":181,"title":182,"excerpt":3817,"methodAbbreviation":178,"widgetImage":3818,"background":3819,"uhdBackground":3820,"backgroundSingle":3821,"lead":3822,"leadDescription":3823,"image":3824,"imageDescription":3825,"videoTitle":49,"videoDescription":49,"videoList":3826,"video":49,"videoSource":3827,"videoDescription2":49,"seo":3828},"\u003Cp>A non-steerable method for accurately installing steel or jacking pipe along a fixed alignment. A pit-launched auger boring machine, with a rotating auger at the cutting face, jacks standard pipe lengths from launch to receival pit, with spoil mechanically extracted via the auger. The self-supporting borehole makes this method suitable for a range of stable and unstable \u003Cspan data-fps-tooltip=\"OTR, or other-than-rock, is a phrase used to reference ground conditions that do no meet the criteria for rock.\">OTR\u003C/span> ground conditions.\u003C/p>\n","https://fps.borely.com/wp-content/uploads/2025/06/AUGR.jpg","https://fps.borely.com/wp-content/uploads/2025/06/AUGR_methods-bg_02.jpg","https://fps.borely.com/wp-content/uploads/2025/06/AUGR_methods-bg-lg-mini.jpg","https://fps.borely.com/wp-content/uploads/2025/09/augr-future-proof-solutions.jpg","Steerable/non-steerable method of installing steel or jacking pipe. Pit launched auger boring machine, with rotating auger at cutting face, jacks standard lengths of pipe (welded if required) from launch to receival pits. Spoil mechanically extracted via auger for removal from launch pit. Suitable for various stable/unstable OTR ground conditions. ","\u003Cp>Horizontal Auger Boring is a trenchless construction method used to install steel casings along a straight, level alignment. A rotating auger, housed inside the casing, removes excavated ground material from the cutting face while the casing is advanced horizontally from a launch pit to a receiving pit using hydraulic jacks or a track system. This method is widely applied for installing gravity and pressure pipelines beneath roads, railways, and other surface infrastructure where open-cut excavation is not feasible.\u003C/p>\n\u003Cp>Horizontal Auger Boring is typically non-steerable, meaning the pipe follows a predetermined alignment without the ability to correct deviations. However, when combined with Pilot Tube techniques, engineers can improve alignment and profile accuracy. When utilising Pilot Tube, a temporary pilot tube using a theodolite or laser-guided system is bored along the proposed design first. Once the pilot bore reaches the target location, the bore is then enlarged by following the pilot tubes with an auger boring assembly with its steel casing.\u003C/p>\n\u003Cp>Horizontal Auger Boring is best suited for short to medium-length crossings of 10 to 100 metres, with extensions of the maximum length possible up to 150 metres depending on site conditions and equipment. They accommodate pipe diameters ranging from 150 mm to 1,800 mm. When used in conjunction with other execution method inclusions, the installed steel casing can also serve as a conduit for thrusting or inserting other pipe materials, such as concrete jacking pipes, composite pipes, or other rigid pipe materials in behind the steel pipe then being removed from the opposing side of the crossing. This creates flexible installation options that may not have been achievable with other trenchless techniques.\u003C/p>\n\u003Cp>Their operational simplicity, compact site footprint, and global availability make Horizontal Auger Boring highly effective in congested urban areas or beneath critical infrastructure. These methods do not require drilling fluid circulation for spoil removal from the cutting face, eliminating the risk of hydrofracture or inadvertent fluid returns associated with other fluid displacement based trenchless methods. As such, Horizontal Auger Boring is often the preferred solution where existing infrastructure protection, bore stability, or groundwater control are key project concerns.\u003C/p>\n","https://fps.borely.com/wp-content/uploads/2025/06/horizontal-auger-boring-augr-trenchless-method-future-proof-solutions.jpg","\u003Ch3 class=\"section-title\">History\u003C/h3>\n\u003Cp>Horizontal Auger Boring was developed in the mid-20th century as a mechanical trenchless technique to install steel casings beneath highways and railways. The method was originally performed using track-mounted boring machines and crude auger assemblies, but evolved significantly with the introduction of hydraulic jacking frames, guidance systems, and modular boring heads.\u003C/p>\n\u003Cp>The Pilot Tube technique was developed later to improve the precision of grade-critical installations. The earliest versions were introduced in the 1990s in Europe and North America to address the need for low-disturbance, high-accuracy trenchless solutions. By combining a guided pilot bore with the mechanical efficiency of auger boring, Pilot Tube method enabled installations to achieve tolerances suitable for gravity sewers and municipal pipelines, where line and grade are critical.\u003C/p>\n\u003Cp>Today, the Horizontal Auger Boring method is used worldwide. With projects and crossings to numerous to mention. Equipment manufacturers such as Akkerman, Barbco, Robbins and Herrenknecht have contributed to the standardisation and enhancement of these technologies, with continuous improvements in cutter head design, spoil handling, and jacking frame control systems.\u003C/p>\n\u003Ch3 class=\"section-title mt-5\">Guidelines & Design Standards\u003C/h3>\n\u003Cp>Future Proof Solutions delivers trenchless designs and supporting engineering in accordance with the internationally recognised and documented trenchless design standards.\u003C/p>\n\u003Cul class=\"py-4\">\n\u003Cli>ASCE Manuals and Reports on Engineering Practice No. 106 – ASCE – Horizontal Auger Boring Projects 2nd Ed (2017)\u003C/li>\n\u003Cli>ASCE Manuals and Reports on Engineering Practice No. 133 – Pilot Tube and Other Guided Boring Methods 1st Ed (2017)\u003C/li>\n\u003Cli>NASTT Introduction to Trenchless Technology New Installation Methods Good Practices Guidelines 1st Ed (2017)\u003C/li>\n\u003C/ul>\n\u003Cp>Horizontal Auger Boring, while the simplest of the trenchless pipeline construction methods, is also the most widely used. Its straightforward equipment setup and small crew requirements make it an ideal solution for pipeline crossings beneath roads, rail corridors, and existing services. Its practical success as a trenchless method is significantly enhanced by the proper evaluation of construction risks using trenchless engineering tools and design inputs.\u003C/p>\n\u003Cp>Future Proof Solutions applies a focused, practical risk assessment approach to auger boring, evaluating site-specific conditions, ground characteristics, and project requirements to ensure constructability. Contact us to learn how we can support your next auger boring project with practical designs that deliver results.\u003C/p>\n",[],{"title":49,"link":49},{"title":182,"description":3829,"keywords":49,"imageAlt":49,"imageUrl":49},"Steerable/non-steerable method of installing steel or jacking pipe. Pit launched auger boring machine, with rotating auger at cutting face, jacks standard lengths of pipe (welded if required) from launch to receival pits. Spoil mechanically extracted via auger for removal from launch pit. Suitable for various stable/unstable OTR ground conditions.  ",{"slug":3831,"title":3832,"excerpt":3833,"methodAbbreviation":377,"widgetImage":3834,"background":3835,"uhdBackground":3836,"backgroundSingle":3837,"lead":3838,"leadDescription":3839,"image":3840,"imageDescription":3841,"videoTitle":49,"videoDescription":49,"videoList":3842,"video":49,"videoSource":3843,"videoDescription2":49,"seo":3844},"microtunnelling-pipe-jacking","Microtunnelling, Pipe Jacking","\u003Cp>A steerable/non-steerable method for installing steel or jacking pipe. A remotely guided microtunnelling machine, launched from a pit, excavates a \u003Cstrong>self-supported borehole\u003C/strong> via a cutting head while simultaneously installing standard pipe lengths. Cuttings are extracted via a \u003Cstrong>slurry system\u003C/strong> centrally located within the installed pipe. Suitable for stable and unstable \u003Cspan data-fps-tooltip=\"OTR, or other-than-rock, is a phrase used to reference ground conditions that do no meet the criteria for rock.\">OTR\u003C/span> ground and rock conditions.\u003C/p>\n","https://fps.borely.com/wp-content/uploads/2025/06/MICR.jpg.webp","https://fps.borely.com/wp-content/uploads/2025/06/MiCR_methods-bg-1.jpg","https://fps.borely.com/wp-content/uploads/2025/06/MICR_methods_bg_lg_2-mini.jpg","https://fps.borely.com/wp-content/uploads/2025/09/micr-future-proof-solutions.jpg","Steerable/non-steerable, accurate method of installing steel or jacking pipe. Pit launched, remotely guided microtunnelling machine with cutting head at face simultaneously excavates and installs standard pipe lengths (welded if required) from launch to receival pit. Cuttings extracted via slurry system inside pipe. Suitable for stable/unstable OTR and rock ground conditions. ","\u003Cp>Microtunnelling and Pipe Jacking (also known as Thrust Boring) refer to trenchless construction methods that install pipes using powerful hydraulic jacks to push pre-fabricated pipe sections through the ground behind a shield. These methods allow for the installation of pipelines and conduits with minimal surface disturbance, high precision, and strong structural continuity. Microtunnelling specifically refers to guided pipe jacking in smaller diameters, typically under 1,400 mm, using remote-controlled boring machines with laser guidance systems.\u003C/p>\n\u003Cp>Both methods rely on a reaction frame or thrust wall constructed in a launch shaft to apply force to the pipe string. Excavation is performed simultaneously at the face of the advancing shield, either by manual, mechanical, or automated means. As the pipe string advances, soil is removed via conveyors, slurry systems, or augers, depending on ground conditions and machine configuration. Microtunnelling and Pipe Jacking are highly effective in granular, cohesive, or saturated soils, and can be used for installations beneath roads, railways, rivers, or sensitive surface structures.\u003C/p>\n\u003Cp>Microtunnelling is considered a fully remote-controlled, laser-guided version of pipe jacking. It uses closed-face tunnel boring machines (TBMs) to balance face pressure, maintain alignment, and control settlement. These systems provide continuous ground support and precise excavation while the pipeline is installed in sections from the thrust shaft. Both techniques offer tight tolerances, reduced risk of overbreak, and minimised surface disruption, making them especially suited for deep, long, or grade-critical crossings.\u003C/p>\n\u003Ch3 class=\"section-title mt-5\">History\u003C/h3>\n\u003Cp>Pipe thrusting (also known as pipe jacking) emerged in the late 19th century as an early trenchless method, with its first recorded use in 1892 by the Northern Pacific Railroad in the United States. The technique saw significant refinement in the mid-20th century, improving drive lengths and installation accuracy.\u003C/p>\n\u003Cp>Microtunnelling, a remote-controlled trenchless method designed for small-diameter pipeline installation, was pioneered in Japan in the early 1970s to install urban sewer networks with minimal surface disruption to the services and structures above. By the early 1980s, the technique had spread internationally, including to the United Kingdom, Australia, and North America, where the first microtunnelling project was completed in 1984.\u003C/p>\n\u003Cp>In the decades since, engineering developments such as laser guidance systems, intermediate jacking and automated slurry support have expanded the capability, range, and precision of the method. Today, microtunnelling and pipe thrusting are globally recognised construction techniques with 100s of contractors world-wide, installing underground pipelines.\u003C/p>\n","https://fps.borely.com/wp-content/uploads/2025/06/microtunnelling-pipe-jacking-micr-trenchless-method-future-proof-solutions.jpg","\u003Cp>Future Proof Solutions provides detailed design services for Microtunnelling and Pipe Jacking projects, ensuring constructibility, design/as-built accuracy, and safe jacking forces. Our designs account for equipment configuration, ground condition response, pipe material selection, and logistical constraints across the various site conditions and constraints.\u003C/p>\n\u003Cp>\u003Cstrong>Pipe and Shield Selection\u003C/strong> – Pipes used in jacking operations must be specifically designed to resist axial compressive loads, bending forces, and to ensure joint integrity. Common materials include reinforced concrete, vitrified clay, and glass-reinforced plastic (GRP). The selection of the shield or tunnel boring machine (TBM) is governed by ground conditions and pipe diameter, with options including earth pressure balance (EPB), slurry-type, or mixed-ground cutter heads.\u003C/p>\n\u003Cp>\u003Cstrong>Excavation and Spoil Removal Systems\u003C/strong> – Excavation at the face is achieved using mechanical cutter heads, scoops, or slurry-based systems, depending on the application. In microtunnelling, spoil is typically transported to the surface via slurry pipelines linked to a separation plant or using screw conveyors. In simpler thrust boring methods, spoil removal may be performed using augers or, for smaller diameters, manually, depending on the soil type and pipe size.\u003C/p>\n\u003Cp>\u003Cstrong>Guidance and Alignment Control\u003C/strong> – Microtunnelling operations employ a laser guidance system monitored continuously from a control cabin to maintain line and grade. Hydraulic steering capabilities in the shield allow for real-time correction of deviations. In thrust boring, alignment control is typically more limited and depends on accurate initial setup and periodic verification surveys. Real-time monitoring systems track shield position, inclination, and roll to ensure compliance with design tolerances throughout the drive.\u003C/p>\n\u003Cp>\u003Cstrong>Shaft and Thrust Pit Design\u003C/strong> – The launch shaft must be designed to accommodate the jacking frame, thrust wall, TBM, and associated pipe handling systems. The thrust wall must resist high horizontal jacking forces and may require structural reinforcement, piling, or ground improvement in weak soils. Reception shafts must be sized for shield retrieval and final pipe removal, with safe access, ventilation, and dewatering provisions included as needed.\u003C/p>\n\u003Cp>\u003Cstrong>Ground Conditions and Face Stability\u003C/strong> – Microtunnelling and pipe jacking methods are suitable for a wide range of ground conditions, including cohesive clays, granular soils, and saturated sands. Closed-face shields and slurry systems provide face stability and control groundwater ingress. In variable or loose ground conditions, soil conditioning and external lubrication systems may be required to maintain face support, reduce jacking resistance, and control settlement risk. Shaft sealing systems, such as headwalls and bentonite curtains, are used when operating below the water table to mitigate ground loss and inflow.\u003C/p>\n\u003Cp>\u003Cstrong>Jacking Forces and Pipe Load Calculations\u003C/strong> – Accurate prediction of required jacking forces is essential. These include friction along the pipe-soil interface, cutting face resistance, and internal slurry pressures. Total jacking forces may reach several hundred tonnes depending on alignment length, pipe diameter, ground conditions, and installation rate. The jacking pipe must be structurally capable of withstanding maximum thrust without buckling, ovalisation, or joint failure. This requires evaluation of wall thickness, compressive strength, material grade, and joint capacity. If the jacked pipe serves as the final product, the design must also accommodate long-term operational loads, such as internal pressure and external surcharge. Thrust force calculations should incorporate verified geotechnical data and include appropriate safety factors to address construction variability and alignment complexity.\u003C/p>\n\u003Cp>\u003Cstrong>Settlement and Heave Risk\u003C/strong> – Despite the inherent stability provided by the shield and immediate pipe support, settlement or heave may occur under certain conditions, particularly in soft soils, shallow cover zones, or where effective annular support is compromised. Contributing factors include over-excavation, loss of face pressure, void formation, and insufficient filter cake development. The design must assess potential ground movement along the alignment, accounting for pipe-to-borehole clearance, cover depth, and anticipated ground response. Where risks are elevated, monitoring and mitigation measures should be included in the construction strategy.\u003C/p>\n\u003Cp>\u003Cstrong>Construction Logistics and Productivity\u003C/strong> – Microtunnelling and thrust boring operations require significant surface-level logistics, including equipment laydown areas, crane access, pipe storage, slurry separation systems, and ventilation facilities. Daily production rates are highly dependent on ground conditions, shaft depth, and site constraints, but typically range between 5 and 25 metres per day. Drive lengths are planned between intermediate shafts, with productivity influenced by equipment capacity, access, and working space availability.\u003C/p>\n\u003Ch3 class=\"section-title mt-5\">Guidelines & Design Standards\u003C/h3>\n\u003Cp>Future Proof Solutions delivers trenchless designs and supporting engineering in accordance with the internationally recognised and documented trenchless design standards.\u003C/p>\n\u003Cul class=\"py-4\">\n\u003Cli>NASTT Pipe Jacking Good Practices Guidelines 1st Ed (2020)\u003C/li>\n\u003Cli>PJA An Introduction to Pipe Jacking and Microtunnelling 1st Ed (2017)\u003C/li>\n\u003Cli>James C.Thomson Pipejacking and Microtunnelling, 1st Ed, (2019)\u003C/li>\n\u003Cli>NASTT Introduction to Trenchless Technology New Installation Methods Good Practices Guidelines 1st Ed (2017)\u003C/li>\n\u003C/ul>\n",[],{"title":49,"link":49},{"title":3832,"description":3838,"keywords":49,"imageAlt":49,"imageUrl":49},{"slug":302,"title":303,"excerpt":3846,"methodAbbreviation":284,"widgetImage":3847,"background":3848,"uhdBackground":3849,"backgroundSingle":3850,"lead":3851,"leadDescription":3852,"image":3853,"imageDescription":3854,"videoTitle":49,"videoDescription":49,"videoList":3855,"video":49,"videoSource":3856,"videoDescription2":49,"seo":3857},"\u003Cp>A non-steerable, \u003Cstrong>zero-annulus method\u003C/strong> for installing steel pipe. A surface- or pit-launched pneumatic hammer rams a single length of pipe into place via percussive impact, with cuttings removed from the pipe interior after installation via water jet or mechanical auger. Suitable for stable and unstable ground \u003Cspan data-fps-tooltip=\"OTR, or other-than-rock, is a phrase used to reference ground conditions that do no meet the criteria for rock.\">OTR\u003C/span> conditions and \u003Cspan data-fps-tooltip=\"FOB, or foreign object debris, refers to ground conditions comprising loose objects, substances or materials that a not naturally occurring (i.e. construction materials such as reinforced concrete).\">FOB\u003C/span>; unsuitable for rock.\u003C/p>\n","https://fps.borely.com/wp-content/uploads/2025/06/HAMR.jpg.webp","https://fps.borely.com/wp-content/uploads/2025/06/HAMR_methods-bg-2.jpg","https://fps.borely.com/wp-content/uploads/2025/06/HAMR_methods_bg_lg-mini.jpg","https://fps.borely.com/wp-content/uploads/2025/09/hamr-future-proof-solutions.jpg","Non-steerable, zero annulus method of installing steel pipe. Surface/pit launched pneumatic hammer directly rams single length of pipe into place via percussive impact. Cuttings removed from pipe interior after installation via water jet/auger. Suitable for stable/unstable OTR ground conditions; unsuitable for rock. ","\u003Cp>Pipe Hammering/Ramming is a trenchless installation method that uses percussive energy to drive steel pipes into the ground without the need for pre-excavation of a borehole. The method is executed via the use of a surface mounted pneumatic or hydraulic hammer that transmits dynamic force to the rear of a steel pipe via a series of blows (i.e. hammering) applied in rapid succession. As there is no active soil removed prior to or during hammering, the pipe acts as a full-face bore, displacing and compacting the soil ahead. Once a section of steel pipe is installed, the hammer is removed from the end of the pipe to permit the removal of soil internal to the pipe using compressed air, water flush, auger, or other mechanical excavation method. Following the removal of the soil, a new section of steel pipe is welded to the rear of the installed pipe giving rise to a partially installed pipe string. The hammer is then mounted at the rear of the pipe string and hammering resumes until installation of the above ground section of the string is complete.\u003C/p>\n\u003Cp>Unlike horizontal directional drilling (HDD) or microtunnelling (MT), Pipe Hammering does not require construction of a borehole via pilot holes, successive reaming passes or the use of drilling fluids to facilitate installation of a pipe. The absence of any pre-installation excavation means the installed pipe provides continuous ground support during installation, thereby preventing borehole collapse from occurring. This makes pipe hammering well suited to shallow or constrained environments where fluid loss or over-excavation must be avoided, and for short to medium length infrastructure crossings beneath roads and railways where minimal cover is a requirement.\u003C/p>\n\u003Cp>Similar to direct steerable pipe thrusting (DPST), a critical characteristic of pipe hammering is the requirement to pre-weld a steel pipe string at the entry side of a crossing in advance of commencing installation of the pipe. This is due to the positioning of the installation forces, originating at the rear of the pipe string so as to propel the cutting face downhole towards the exit of the crossing. Likewise, the steel pipe is either pre-welded at the entry side in a continuous string the full length of the crossing or welded section by section as the pipe is hammered along the alignment. Once in position, the hammer incrementally propels the pipe string downhole, pausing only to accommodate the welding of the next section of string or continuing until install of the full crossing.\u003C/p>\n\u003Cp>The need to accommodate and support the pipe string prior to excavation of the borehole significantly influences the design and construction staging of a hammered crossing. This is predominantly due to the requirement to fully support the pipe string along its breakover length both prior to and during installation. Depending on the total crossing length and available entry site construction area, designers need to consider options such as continuous pipe stringing, for which long excavations are a requirement, or staged welding involving smaller excavations. In this regard, the layout of the pipe string typically dictates the construction footprint, excavation volumes, hardstand surface requirements, and the logistical coordination of cranes, welding activities, and coating repairs, the culmination of which impacts the overall construction schedule for a crossing.\u003C/p>\n\u003Cp>\u003Cem>Constraints \u003C/em>\u003C/p>\n\u003Cp>As with DSPT, a notable limitation of pipe hammering is that regardless of project requirements it is inherently restricted to the use of a steel pipe, either as the final product pipe or, alternatively, as an enveloper casing for the subsequent installation of a smaller-diameter product pipe. Additionally, it is a non‑steerable trenchless method in which there is limited recourse to rectify a misalignment once installation has commenced. For this reason, careful review of project specifications against geotechnical data is critical to ensure constructability of a crossing before works commence. These factors also influence breakover configurations and construction staging, along with site establishment requirements to accommodate the staging of long pipe strings, welding zones, crane access, and other support operations. These considerations limit the appeal of pipe hammering for steep entry angle crossings, as the additional resources necessary to facilitate the support and welding requirements of a high breakover angle gives rise to substantial excavations, temporary lifting aids (i.e. cranes or excavators) and semi-permanent support structures. As such, it is critical the logistical and spatial requirements of pipe hammering are suitably accounted for in the early stages of a project to ensure overall constructability and feasibility.\u003C/p>\n\u003Ch3 class=\"section-title mt-5\">History\u003C/h3>\n\u003Cp>Pipe Hammering/Ramming has been applied globally for several decades as a reliable trenchless solution for installing steel casings beneath roads, railways, and other infrastructure. Since its early use the method has steadily evolved as a result of close collaboration between equipment manufacturers, such as TRACTO and HammerHead Trenchless, and contractors. Such collaboration has advanced the method’s constructability, improved equipment performance, and expanded the understanding of its limitations in varying ground conditions.\u003C/p>\n\u003Cp>Several recent projects highlight the capacity and versatility of  Pipe Hammering in both geographically and geotechnically complex environments, notably:\u003C/p>\n\u003Cul class=\"py-4\">\n\u003Cli>In 2018, Drill Tech Drilling & Shoring Inc. completed a 76 m (approx. 250 ft) long, 48 in. (1,200 mm) OD pipe hammer beneath the Pacific Coast Highway in Palm Springs, California for the California Department of Transportation.\u003C/li>\n\u003Cli>In 2021, dual over 50 m (approx. 165 ft) long, 96 in. OD (approx. 2,400 mm) steel culverts were installed beneath a railroad track in Lometa, Texas, demonstrating the method’s capacity for large-diameter parallel installations.\u003C/li>\n\u003Cli>In 2024, BTrenchless installed a 76 m (approx. 250 ft) long, 48 in. (1,200 mm) OD casing beneath rail lines in Mountain Green, Salt Lake City for the Wasatch Peaks Resort. The crossing was executed through difficult cobble and boulder ground conditions, showcasing the method’s capability in challenging geology.\u003C/li>\n\u003C/ul>\n\u003Cp>Beyond primary casing installation, pipe hammering also has a rich history as a valuable support tool in other trenchless operations. In particular, it is frequently applied on HDD crossings in the recovery of tools and bottom hole assemblies (BHAs), or for the installation of conductor casing. It also is a staple for temporary works where controlled force application and bore stability are required under challenging site or ground conditions. In this respect Pipe Hammering continues to serve as a dependable and flexible technique within the trenchless construction industry, contributing both as a primary and secondary method of installing subsurface pipes.\u003C/p>\n","https://fps.borely.com/wp-content/uploads/2025/06/pipe-hammering-ramming-hamr-trenchless-method-future-proof-solutions-min.jpg","\u003Ch3 class=\"section-title\">Design and Method Considerations\u003C/h3>\n\u003Cp>Future Proof Solutions delivers pipe hammering designs that combine practical constructability with technical precision. Each design is tailored to specific ground conditions, pipe dimensions, thrust energy, and site access constraints to ensure safe and effective execution of a crossing.\u003C/p>\n\u003Cp>\u003Cstrong>Geometric Design\u003C/strong> – Being a non-steerable trenchless method, designing for pipe hammering does not involve curved alignments or pilot‑hole design. Despite this, factors such as entry angle and grade remain critical to the design process, particularly with reference to the layout and arrangement of the launch pit. This is critical as the launch pit must accommodate alignment jigs/cradles and pipe support structures in configurations that can achieve the designed crossing alignment. As deviations in the crossing cannot be corrected once installation is underway, these factors must be carefully engineered as part of the design phase.\u003C/p>\n\u003Cp>\u003Cstrong>Pipe and Casing Requirements\u003C/strong> – Steel pipe is the only suitable pipe type for use in pipe hammering, regardless of whether its function is the product pipe or as an enveloper for the subsequent installation of internal product pipe/s. In nominating the appropriate pipe specification, the chosen pipe wall thickness must be sufficient to resist deformation under hammering forces. Similarly, the cutting face must be designed to withstand the anticipated ground conditions and, where necessary, reinforced both internally and externally to prevent damage during installation. Where appropriate, design must also account for weeper systems to disperse lubricants or drilling fluids around the external annulus of the pipe to reduce installation loads.\u003C/p>\n\u003Cp>\u003Cstrong>Crossing Length and Diameter Range\u003C/strong> – The majority of crossings range between 60 m and 80 m (approx. 200 to 260 ft) in length, although where required the upper practical limit for this method can be extended up to 150 m (500 ft) depending on construction conditions, pipe specifications, and ground characteristics. In terms of pipe diameter, the upper limit ranges between 200 mm and 1,800 mm (approx. 8 to 71 in.).\u003C/p>\n\u003Cp>\u003Cstrong>Ground Conditions and Suitability\u003C/strong> – Pipe hammering is effective in a wide range of ground conditions, including very soft to dense sands, silts, organic soils, and substrate containing cobbles or boulders smaller than the selected casing diameter. This method otherwise performs poorly in medium to stiff clays, hard soils, or fractured rock, and is unsuitable in solid rock unless the alignment is pre-fractured or pilot punched. In high-friction or boulder-rich ground conditions, lubricant injection can be required to assist the pipe progress along the alignment. For complex ground profiles with varying materials or for longer crossing lengths, the use of telescopic casings may be necessary to ensure successful construction of the crossing.\u003C/p>\n\u003Cp>\u003Cstrong>Thrust Forces and Energy Transfer\u003C/strong> – A multitude of factors are relevant to assessing the thrust forces required to install a crossing. In particular, the pipe specification, including diameter, wall thickness and reinforcement, in combination with the geotechnical profile of the crossing must all be accounted for in assessing the required energy to install a pipe. These factors ultimately determine the applicable force and frequency of percussive blows to be applied by the hammer, with typical frequencies ranging between 200 to 500 strikes per minute. For pipes larger than 600 mm in diameter, it is common to design for the excavation of the internal pipe space as the pipe advances along the alignment. This is achieved using internal augers or flushing systems to remove accumulated ground material from within the pipe.\u003C/p>\n\u003Cp>\u003Cstrong>Accuracy and Control\u003C/strong> – Alignment and profile control cannot be reliably adjusted once ramming commences, particularly once the pipe has advanced beyond the surface. It is therefore critical that accuracy is maintained in establishing the launch pit. This involves careful planning of the shaft setup and alignment of the first pipe segment, which in some cases may involve the use of wedges or shoes to influence minor directional changes. Likewise, it is critical that design tolerances adequately accommodate the potential for drift attributable to variable ground conditions or obstructions, whether in the form of alignment offsets or design tolerances. In this regard, designs should also target uniform ground conditions to promote consistency in the installation process.\u003C/p>\n\u003Cp>\u003Cstrong>Productivity and Construction Scheduling\u003C/strong> – Several factors must be considered when scheduling a crossing constructed using pipe hammering. The first is the rate of penetration, which typically ranges between 50 to 250 mm/min (approx. 2 to 10 in./min) depending on ground conditions. Equally important is the execution plan, as this can greatly influence scheduling where individual segments of a pipe string must be internally excavated post-installation. In such instances time must be allocated for the removal of the hammer, excavation of ground material internal to the pipe, and further management of the corresponding spoil. Beyond these considerations, welding of the pipe string and breakover management can impact construction timelines significantly. This is less so on crossings that require limited crew, however, on larger crossings, or where operational requirements are more onerous, the interplay between cranes, welding activities and fluid/groundwater management control can significantly impact schedule.\u003C/p>\n\u003Cp>\u003Cstrong>Environmental Effects and Settlement/Heave Risk \u003C/strong>– Settlement or heave risk typically dictates the appropriate depth of cover for a crossing, with reference had to the respective service or infrastructure under which the crossing is designed. This is because the vibrations generated from the hammer in combination with the reaction of localised ground types to the hammered pipe give rise to a settlement or heave risk, which although rare, may lead to minor settlement or surface irregularities. As an example, vibrations and ground disturbance may increase when a pipe encounters boulders or dense strata, as these materials transfer movement more so than soft soils or loose sands. It is therefore critical that such variables are evaluated in the design phase through a vibration analysis. This analysis returns the settlement/heave risk of the local environment based on worst-case ground conditions and is applied to predict the maximum impact of the crossing.\u003C/p>\n\u003Ch3 class=\"section-title mt-5\">Impact Moling / Pipe Piercing\u003C/h3>\n\u003Cp>Pipe Hammering is often conflated with Impact Moling, or Pipe Piercing, due to similarities in tooling and design, although each is distinct due to notable differences in method. Unlike Pipe Hammering, Impact Moling/Pipe Piercing involves the use of a hammer to construct a borehole in advance of installing a pipe. In this way the hammer acts as a torpedo through the ground, displacing the soil along the crossing as it advances under the propulsion of the hammering forces exerted at the front of the tool and utilising the resistance of the ground to prevent backward movement. In doing so the hammer progresses along the alignment until the borehole is constructed the full length of the crossing. Upon completion of the borehole the hammer is removed at the exit side and the product pipe is pulled through the vacant borehole.\u003C/p>\n\u003Cp>The benefit of this method is that no hammering force is exerted on the pipe, making it suitable for both steel and non-steel pipes, including PVC or HDPE. Conversely, the method is limited to pipe diameters less than 200 mm (approx. 8 in.) and distances of up to 45 m where line of sight exists between entry and exit locations. This is due to the frictional forces on the hammer and the product pipe during installation and the lack of steering available to the method. As with Pipe Hammering, Impact Moling is best suited to soft to medium cohesive soils and loose to medium dense sands. This is because of the way in which the tool displaces ground material (as opposed to excavates) in constructing a borehole.\u003C/p>\n\u003Ch3 class=\"section-title mt-5\">Guidelines & Design Standards\u003C/h3>\n\u003Cp>Future Proof Solutions delivers trenchless designs and supporting engineering in accordance with the internationally recognised and documented trenchless design standards.\u003C/p>\n\u003Cul class=\"py-4\">\n\u003Cli>ASCE Manuals and Reports on Engineering Practice No. 115 Pipe Ramming Good Practices Guidelines 2nd Ed (2017)\u003C/li>\n\u003Cli>NASTT Pipe Ramming Good Practices Guidelines 1st Ed (2020)\u003C/li>\n\u003Cli>NASTT Introduction to Trenchless Technology New Installation Methods Good Practices Guidelines 1st Ed (2017)\u003C/li>\n\u003C/ul>\n\u003Cp>Pipe Hammering/Ramming provides a dependable trenchless solution for steel casing installations beneath infrastructure assets, particularly in confined locations with high settlement risk or for fluid sensitive environments. Its simplicity and robustness make it well catered to shallow crossings over short to medium lengths and in soils where spoil and fluid control are paramount. For this reason Pipe Hammering offers an efficient, high ground stability method for pipe installation. At Future Proof Solutions we offer design and engineering to support across all aspects of a pipe hammered crossing, from profile mapping, to risk evaluation and planning support. Engage our team early to minimise risk and ensure constructability of your next pipe hammered crossing. Let us remove the risk from trenchless construction.\u003C/p>\n",[],{"title":49,"link":49},{"title":303,"description":3851,"keywords":49,"imageAlt":49,"imageUrl":49},{"slug":3859,"title":3860,"excerpt":3861,"methodAbbreviation":478,"widgetImage":3862,"background":3863,"uhdBackground":3864,"backgroundSingle":3865,"lead":3866,"leadDescription":3867,"image":3868,"imageDescription":3869,"videoTitle":49,"videoDescription":49,"videoList":3870,"video":49,"videoSource":3871,"videoDescription2":49,"seo":3872},"direct-steerable-pipe-thrusting","Direct Steerable Pipe Thrusting","\u003Cp>DSPT is a steerable method of installing steel pipe using a \u003Cstrong>surface- or pit-launched thruster\u003C/strong> and direct pipe cutter positioned at the cutting face. As the cutter advances, it simultaneously excavates the borehole and installs a single length of pipe, with cuttings extracted via an \u003Cstrong>internal slurry system\u003C/strong>. Suitable for stable and unstable \u003Cspan data-fps-tooltip=\"OTR, or other-than-rock, is a phrase used to reference ground conditions that do no meet the criteria for rock.\">OTR\u003C/span> ground conditions and rock, including over long crossing distances.\u003C/p>\n","https://fps.borely.com/wp-content/uploads/2025/06/DSPT.jpg.webp","https://fps.borely.com/wp-content/uploads/2025/06/DSPT_methods-bg.jpg","https://fps.borely.com/wp-content/uploads/2025/06/DSPT_methods_bg_lg-mini.jpg","https://fps.borely.com/wp-content/uploads/2025/09/dspt-future-proof-solutions.jpg","Steerable method of installing steel pipe. Surface/pit launched thruster and direct pipe cutter machine at cutting face simultaneously excavates borehole and installs single length of pipe, with cuttings extracted via slurry system inside pipe. Suitable for stable and unstable OTR and rock ground conditions.","\u003Cp>Direct Steerable Pipe Thrusting (DSPT), or Direct Pipe, is the latest method of trenchless construction utilised in the installation of new product pipes. It combines the advantages of microtunnelling (MT) and traditional horizontal directional drilling (HDD) techniques to overcome challenging installation conditions in areas where traditional open-cut (i.e. trenched) pipeline excavations are not feasible due to environmental, logistical or stakeholder constraints.\u003C/p>\n\u003Cp>DSPT involves an assembly consisting of a slurry-supported tunnel boring machine (TBM) connected to a string of welded steel pipe and one or more pipe thrusters. The TBM is incrementally advanced downhole from a launch pit at surface using the pipe thrusters that apply high jacking forces in short, controlled increments to the steel pipe string. The TBM progressively excavates ground material at its face whilst progressing downhole, with the cuttings transported back to surface via internal umbilical slurry lines housed within the steel pipe. At the surface, the returning slurry is processed by a separation system that isolates reusable drilling fluid from soil cuttings for reuse in the boring process.\u003C/p>\n\u003Cp>A critical characteristic of DSPT is the requirement to pre-weld the steel pipe string in advance of commencing excavation of the borehole. This is due to the function of the pipe string as the connecting medium between the on-surface thrusters and TBM. Once the pipe string is welded in position at the entry side of a crossing, the thrusters will incrementally thrust the TBM downhole, pausing after the installation of a section of pipe string to accommodate the welding of the next section of string before thrusting resumes. This process continues until the TBM reaches the planned exit for the crossing.\u003C/p>\n\u003Cp>The need to accommodate and support the pipe string prior to excavation of the borehole significantly influences the design and construction staging of the crossing. This is in part because the string must be fully supported along its breakover length, both prior to and during installation. Depending on the total crossing length and available workspace, designers need to consider options such as continuous pipe stringing, areas for staged welding, or the use of engineered breakover pipe supports. In this regard, the layout of the pipe string often dictates the construction footprint, excavation volumes, hardstand surface requirements, and the logistical coordination of cranes, welding activities, coating repairs, and the type of slurry separation system for the crossing.\u003C/p>\n\u003Cp>DSPT offers several distinct advantages over other trenchless construction methods. As a single-pass installation process, it delivers high alignment accuracy without requiring the pilot hole, reaming stages, or pullback operations associated with HDD. Similarly, its smaller bore-to-pipe diameter ratio makes it more adaptable than HDD in conditions with limited vertical cover, whilst still offering greater geometric design flexibility compared to microtunnelling. The risk of inadvertent fluid returns or borehole collapse is also minimised due to the constant support provided by the steel jacking pipe and internal slurry system of the TBM, which functions by filling the annular space behind the cutter head as opposed to the annulus of the borehole. Another advantage of DSPT is that it enables surface-to-surface installations without requiring prior access to the exit point of the crossing, making it well-suited for ocean outfalls and marine crossings with challenging access constraints. In such applications, the TBM can be launched from shore and recovered from a pre-excavated seabed trench, significantly reducing the duration and complexity of marine operations.\u003C/p>\n\u003Cp>Despite its benefits, DSPT has notable limitations. Regardless of project requirements it is inherently restricted to the use of a steel pipe, either as the final product pipe or, alternatively, as an enveloper casing for the subsequent installation of a smaller-diameter product pipe. Additionally, DSPT is associated with relatively high execution costs due to its extensive site establishment requirements. In particular, DSPT demands a significant footprint for its launch site to accommodate the staging of long pipe strings, welding zones, crane access, and other support operations. Such factors limit the appeal of DSPT for steep entry angle crossings, as the additional resources necessary to facilitate the support and welding requirements of a high breakover angle give rise to the need for substantial excavation, temporary lifting aids (i.e. cranes or excavators) and semi-permanent support structures. These factors in combination with the limited geographical availability of skilled contractors and the need for specialised equipment to execute the works give rise to high construction costs. It is therefore critical that the logistical and spatial requirements of DSPT are suitably accounted for in the early stages of a project to ensure overall constructability and feasibility.\u003C/p>\n\u003Cp>The main goal of DSPT is to achieve a one-step installation of a product pipe using HDD geometry principles in combination with a slurry TBM, as opposed to conventional multi-pass HDD practices involving iterative phases of pilot drilling and forward/pullback reaming that carry with them an increased hydrofracture risk due to high fluid pressures in the borehole annulus. For this reason, DSPT is typically used for large-diameter, long-length crossings, particularly where a shallow maximum depth of vertical cover is a requirement.\u003C/p>\n\u003Ch3 class=\"section-title mt-5\">History\u003C/h3>\n\u003Cp>DSPT technology and equipment was conceived and developed by Dr. Rüdiger Kögler and later manufactured and supplied for the first time by Herrenknecht (Germany) in 2006. Considering this, DSPT has a relatively short history compared to its HDD and microtunnelling counterparts, with few more than 200 total crossings completed worldwide as of early 2025. This represents a considerably shorter history and narrower breadth of completed projects compared to other trenchless new pipe installation methods.\u003C/p>\n\u003Cp>The first completed DSPT crossing took place in September 2007, beneath the Rhine River in Worms, Germany, by Sonntag Baugesellschaft. The crossing was 460 m (approx. 1,521 ft), using a 48-in. steel enveloper pipe to install a pipe bundle comprised of a 600 mm OD HDPE water pipeline and twelve various-sized power and communication HDPE ducts. The method has since been applied to increasingly complex crossings, such as the 1.2 km (approx. 4,038 ft), 48-in. OD steel enveloper pipe for a major industrial utility crossing in Freeport, Texas, completed in 2016 by Michels Corporation, or the 1.5 km (approx. 4,921 ft), 44-in. OD steel enveloper pipe for a gas transmission main beneath the Rhine River, Germany, completed in 2014 by Max Streicher GmbH. Subsequently in 2018, the longest DPST installed crossing was achieved in Army Bay, New Zealand by McConnell Dowell Constructors with the construction of a 1.9 km (approx. 6,233 ft), 48 inch OD steel enveloper pipe to house a 1,100 mm OD HDPE product pipe ocean outfall.\u003C/p>\n\u003Cp>Since 2020, application of the method has expanded further with growing adoption by contractors around the world and the successful completion of various crossing types and product pipe configurations. This is largely due to its continued success, which has fast established DSPT as a proven and viable method for completing trenchless crossings between 750 mm and 1,500 mm OD (approximately 30 to 60 inches) and up to 2,000m in length.\u003C/p>\n","https://fps.borely.com/wp-content/uploads/2025/06/direct-steerable-pipe-thrusting-dspt-trenchless-method-future-proof-solutions.jpg","\u003Ch3 class=\"section-title\">Design and Method Considerations\u003C/h3>\n\u003Cp>Future Proof Solutions delivers DSPT designs that balance technical accuracy with site practicality. Every design is tailored to suit ground conditions, geometry, thrust requirements, and construction needs, enabling the safe and efficient installation of trenchless crossings in alignment with project constraints.\u003C/p>\n\u003Cp>\u003Cstrong>Geometric Design \u003C/strong>\u003Cstrong>– \u003C/strong>Design must consider the thrust forces, maximum allowable radius and geometry features for a crossing to accommodate known pipe material properties and the breakover support limitations of the steel pipe string. Typical geometries use shallow entry and exit profiles with continuous grade control and as DPST allows for tighter horizontal and vertical radii compared to some other methods, it is critical that minimum vertical cover is maintained to manage thrust force and avoid overstressing the pipe.\u003C/p>\n\u003Cp>\u003Cstrong>Entry and Exit Design\u003C/strong> – DSPT installations typically involve a low-angle entry from an entry pit or surface. The geometry must support both the TBM and the pipe string without exceeding breakover limitations. Entry and exit pits should be configured to provide smooth transitions and adequate working space for thrusters, pipe support and TBM handling.\u003C/p>\n\u003Cp>\u003Cstrong>Pipe String Layout and Support \u003C/strong>– DSPT requires pre-welded steel pipe strings located at the entry side. These must be fully supported along their length, including during breakover. Designers must allow for continuous stringing (where possible) or staged welding, with space for breakover, welding and stringing, rollers, cranes, coating repair stations, and safe access. Consideration of this aspect of the crossing is critical as it typically governs the entire site layout for the crossing, which in the majority of cases will determine the design itself.\u003C/p>\n\u003Cp>\u003Cstrong>Ground Conditions and Cutter Head Selection \u003C/strong>– The cutting head must be selected to match the expected geology, including configurations for rock, mixed ground, and soft soil. DSPT is suitable for both stable and unstable ground, but conditions such as cobbles or large boulders (greater than one-third the cutter head diameter) can be problematic. It is also critical that groundwater levels and abrasivity are considered.\u003C/p>\n\u003Cp>\u003Cstrong>Pipe Material and Coating Selection \u003C/strong>– Only steel pipe can be used for DSPT installations, whether it serves as the final product pipe or as an enveloper casing for the installation of a product pipe internally. Coatings commonly used for either enveloper or product pipe installations, such as FBE, PE, PP, or concrete, must first be tested and confirmed as compatible with the intended pipe thruster clamps. In cases where an internal product pipe is to be installed within the steel enveloper, this pipe must also be assessed to ensure it meets the minimum bend radius requirements specified in the alignment geometry and that it satisfies all operational performance criteria for its material properties.\u003C/p>\n\u003Cp>\u003Cstrong>Thrust Forces and Pipe Suitability\u003C/strong> – Accurate estimation of the thrust force required to advance the TBM and connected pipe string is essential for DSPT design. These forces are generated by friction between the outer pipe surface and the borehole wall, resistance at the cutting face, and slurry return pressures. Total jacking force can reach several hundred tonnes depending on bore length, pipe diameter, geology, and installation speed.\u003C/p>\n\u003Cp>The pipe must be structurally capable of withstanding the maximum anticipated thrust force without buckling, experiencing ovality contortion, or sustaining coating damage. This includes evaluating axial compressive capacity, wall thickness, material grade, and joint strength. If the pipe is intended to serve as the final product pipe, additional checks must be performed to assess operational loading conditions such as internal pressure, thermal expansion, and external loading once in service.\u003C/p>\n\u003Cp>Designers must calculate peak and sustained thrust loads across the full alignment, allowing for changes in ground conditions, grade, and curvature. These calculations should be supported by verified geotechnical inputs and installation parameters. Safety factors should be applied to account for construction variances, especially for long crossings or those passing through highly variable ground conditions. If an internal product pipe is to be installed within a steel enveloper, the enveloper must also be evaluated to ensure it can absorb the total thrust load without transferring damaging stresses to the inner pipe or its spacers.\u003C/p>\n\u003Cp>\u003Cstrong>Hydrofracture Risk\u003C/strong> – Hydrofracture risk must be assessed for DSPT crossings, particularly where the TBM is designed to pass through soft or saturated soils, or beneath environmentally or structurally sensitive areas. While DSPT presents a reduced potential for hydrofracture compared to HDD, given the lower fluid pressures and flow rates, the risk of annular pressure exceeding a formation’s limiting pressure still exists and must be actively managed, especially when considering the more confined annular space. The design must establish allowable fluid pressures based on geotechnical parameters and compare these to estimated annular pressures generated during thrusting operations. Factors such as shallow cover, low-cohesion soils, and fine-grained materials increase the risk of fluid escape and surface expression. Pressure control measures, fluid selection, and detailed geotechnical characterisation are all critical to reducing the likelihood of hydrofracture during DSPT construction.\u003C/p>\n\u003Cp>\u003Cstrong>Settlement/Heave Risk\u003C/strong> – Settlement/Heave risk must be assessed for DSPT crossings, particularly where the design passes beneath or near surface infrastructure, utilities, or other sensitive assets. While DSPT significantly reduces the potential for ground movement compared to HDD or unlined (enveloped/cased) trenchless methods due to the continuous support of the borehole by the steel pipe and the stabilising effect of slurry pressure, settlement can still occur under certain conditions. These include soft or loose soils, shallow cover, or ineffective annular support resulting from overcut or loss of fluid pressure. The design must account for potential void formation, material migration, and inadequate filter cake development along the alignment. Depth of cover, pipe-to-borehole clearance, and anticipated ground response must all be evaluated to reduce the likelihood of settlement/heave during DSPT construction.\u003C/p>\n\u003Cp>\u003Cstrong>Accuracy and Survey Control\u003C/strong> – DSPT offers high alignment accuracy through an integrated gyroscope and hydrostatic water leveling system. Designers should plan for control surveys during the bore, typically within the first 60 m and periodically thereafter. This enables real-time steering corrections and ensures alignment within tolerances.\u003C/p>\n\u003Cp>\u003Cstrong>Productivity and Construction Scheduling\u003C/strong> – Installation rates vary depending on ground conditions and logistical setup, typically ranging from 10 to 120 m per day depending on ground conditions and/or stringing and welding area availability. Design planning must include time for welding, non-destructive testing, and the application of protective coating, all of which can materially impact the daily construction timeline for a crossing. Coordination between pipe handling, TBM operation, and fluid management is also essential for maintaining productivity.\u003C/p>\n\u003Ch3 class=\"section-title mt-5\">Guidelines & Design Standards\u003C/h3>\n\u003Cp>Future Proof Solutions delivers trenchless designs and supporting engineering in accordance with internationally recognised and documented trenchless design standards.\u003C/p>\n\u003Cul class=\"py-4\">\n\u003Cli>ASCE Manuals and Reports on Engineering Practice No. 155 Direct Steerable Pipe Thrusting, 1st Ed (2023)\u003C/li>\n\u003C/ul>\n\u003Cp>Direct Steerable Pipe Thrusting is redefining what is possible in trenchless pipeline construction. By combining pinpoint accuracy, ground stability, and one-pass installation, DPST delivers a powerful alternative where HDD or microtunnelling may fall short. With proven performance across complex terrain, shallow covers, and marine outfalls, DSPT is fast becoming the go-to solution for high-stakes crossings. Although as with all construction methods, its success depends on rigorous design and careful planning. To this effect, Future Proof Solutions offers industry-leading expertise across all aspects of DSPT projects, from preliminary assessment and engineering, to on-site quality auditing. To learn more, engage our team early to optimise your alignment, minimise construction risk, and ensure constructability from concept to delivery. Let’s get your crossing designed right.\u003C/p>\n",[],{"title":49,"link":49},{"title":3860,"description":3866,"keywords":49,"imageAlt":49,"imageUrl":49},{"slug":3874,"title":3875,"excerpt":3876,"methodAbbreviation":206,"widgetImage":3877,"background":3878,"uhdBackground":3879,"backgroundSingle":3880,"lead":3881,"leadDescription":3882,"image":3883,"imageDescription":3884,"videoTitle":49,"videoDescription":49,"videoList":3885,"video":49,"videoSource":3886,"videoDescription2":49,"seo":3887},"hybrid","Hybrid","\u003Cp>\u003Cstrong>Combines two or more trenchless methods\u003C/strong>, employed sequentially or concurrently — typically a steerable pilot bore followed by casing or pipe installation via mechanical or fluid cuttings displacement. \u003Cstrong>Adaptable tooling\u003C/strong> accommodates variable geotechnical conditions and project-specific requirements. Suitable for stable and unstable \u003Cspan data-fps-tooltip=\"OTR, or other-than-rock, is a phrase used to reference ground conditions that do no meet the criteria for rock.\">OTR\u003C/span> ground and rock conditions.\u003C/p>\n","https://fps.borely.com/wp-content/uploads/2025/06/HYBRID.jpg.webp","https://fps.borely.com/wp-content/uploads/2025/06/Hybrid_methods-bg-1.jpg","https://fps.borely.com/wp-content/uploads/2025/06/Hybid_methods-bg-lg-mini.jpg","https://fps.borely.com/wp-content/uploads/2025/06/hybrid-2-future-proof-solutions.jpg","Combines two or more trenchless techniques employed sequentially or concurrently, typically involving a steerable pilot bore followed by casing or pipe installation via mechanical or fluid cuttings displacement. Uses adaptable tooling to accommodate variable geotechnical conditions or specific project needs. Suitable for stable/unstable OTR and rock conditions.","\u003Cp>Hybrid trenchless method refers to crossing installations which combine two or more trenchless techniques, either sequentially or concurrently, to achieve outcomes that would otherwise not be possible using a single method alone. It is an approach that is typically designed to address complex site constraints, mixed ground conditions, or unique engineering challenges by leveraging the advantages of multiple technologies in a coordinated manner.\u003C/p>\n\u003Cp>A trenchless design is categorised hybrid based on the application of multiple methods in combination. Due to the various standalone methods available, there area multitude of combinations which lend themselves to this method category. The most common involves the use of a steerable pilot bore (such as from Horizontal Directional Drilling (HDD), Guided Boring, or Pilot Tube Microtunnelling) to establish an accurate alignment and grade, followed by the installation of a steel casing or product pipe using mechanical force, such as pipe ramming, auger boring, or direct pipe thrusting. The pilot bore provides accurate navigation through difficult or sensitive ground profiles, which in turn ensures accurate installation of the subsequent casing, typically installed in a way that provides structural integrity and ground support during installation. By integrating multiple techniques, hybrid trenchless installation reduces the risk of borehole collapse, allows for tighter tolerances, and provides better control over spoil management and surface impact.\u003C/p>\n\u003Cp>Hybrid methods are highly adaptable and can be configured to suit a range of crossing types, including road, rail, creek, and utility corridor installations. They are particularly effective in scenarios where:\u003C/p>\n\u003Cul class=\"py-4\">\n\u003Cli>Alignment accuracy is critical, but ground conditions prevent HDD or auger boring methods alone.\u003C/li>\n\u003Cli>Vertical cover is limited and requires precise grade control.\u003C/li>\n\u003Cli>Mixed-face or high-resistance soils (e.g. cobbles, fractured rock, saturated sand) would otherwise compromise a single method.\u003C/li>\n\u003Cli>Surface disruption must be minimised due to environmental or third-party constraints. For example, a guided pilot bore may be used to accurately pass beneath an active rail line, after which pipe ramming is used to install a steel casing with minimal vibration and controlled advance.\u003C/li>\n\u003C/ul>\n\u003Cp>As hybrid installations involve the application of multiple trenchless methods, tooling and equipment must be selected to accommodate the transition between the applied methods. This duality in design extends to other components of the crossing, including pipe specification and ground conditions. In particular, the dimensions, wall thickness, and entry angles of the casing pipe must be compatible across all phases of the installation. Similarly, the geotechnical profile of the crossing must be considered in order to anticipate the ground behaviour and its influence on each method and at each stage of the crossing.\u003C/p>\n\u003Cp>Hybrid trenchless designs, integrating multiple methods, require early planning to address construction footprint, staging, and operational needs. Workspace layout, equipment access, pipe stringing, and pit construction must account for variability across methods. Staging plans should accommodate equipment transitions between trenchless techniques, ensuring adequate clearances to prevent conflicts between guided and non-steerable components. Sequencing, method transitions, and equipment setup are primarily driven by ground conditions and geometric constraints, rather than the trenchless method itself.\u003C/p>\n\u003Cp>Though complex to plan and execute, hybrid approaches offer unparalleled flexibility and technical precision in challenging environments where conventional trenchless methods pose unacceptable risks. When properly designed, they combine the accuracy of guided technologies with the reliability of mechanical installation methods for optimal outcomes.\u003C/p>\n","https://fps.borely.com/wp-content/uploads/2025/06/pilot-tube-guided-boring-vacuum-hybrid-trenchless-method-future-proof-solutions.jpg","\u003Ch3 class=\"section-title mb-5\">Guidelines & Design Standards\u003C/h3>\n\u003Cp>Future Proof Solutions delivers trenchless designs and supporting engineering in accordance with the internationally recognised and documented trenchless design standards.\u003C/p>\n\u003Cul class=\"py-4\">\n\u003Cli>ASCE Manuals and Reports on Engineering Practice No. 133 – Pilot Tube and Other Guided Boring Methods 1st Ed (2017)\u003C/li>\n\u003C/ul>\n\u003Cp>Hybrid trenchless methods combine the precision, flexibility, and strength needed to overcome some of the most demanding installation conditions. By integrating multiple techniques into a unified construction process, they allow for accurate, reliable, and low-risk crossings in environments that challenge traditional methods. Future Proof Solutions offers expert hybrid design, sequencing, and construction planning tailored to your project’s technical and operational needs. Let us help you engineer the right combination to deliver your next trenchless crossing with confidence\u003C/p>\n",[],{"title":49,"link":49},{"title":3875,"description":3881,"keywords":49,"imageAlt":49,"imageUrl":49},{"title":3889,"description":49},"Methods",{"title":3889,"description":16,"keywords":16,"image":16},{"specifications":3892},[3893,3929,3956,3988,4012,4032,4067,4087,4109,4136,4161,4191,4213,4234,4254,4277,4301,4328,4354,4388,4413,4438,4462,4485,4505,4526,4553,4581,4604,4627,4649,4674,4700,4720,4740,4767,4789,4811,4837,4865,4894,4923,4949,4974,4996,5016,5044,5070,5092,5118,5147,5181,5210,5239,5263,5297,5320,5344,5362],{"id":3894,"docNumber":3895,"releaseDate":3896,"specificationName":3897,"owner":3898,"logo":3899,"link":49,"summaryText":3900,"location":3901,"locationScope":3908,"methods":3909,"crossings":3919,"industries":3925},1,"AGA-ENG-GL11","27/11/2025","ENGINEERING SERVICES DESIGN GUIDELINE - PIPELINES: GAS DIVISION","ATCO AUSTRALIA","https://fps.borely.com/wp-content/uploads/2026/07/ATCO.webp","\u003Cp>This Engineering Services Design Guideline provides a comprehensive framework for the safe, consistent, and compliant design, construction, and management of gas pipelines within the ATCO Gas Australia distribution network. It is intended for engineers, designers, project managers, and technical personnel, and outlines the requirements for pipeline design methodology, risk assessment, material selection, route planning, construction practices, regulatory approvals, and project documentation in accordance with relevant Australian Standards (AS/NZS 2885 and AS/NZS 4645), ensuring reliable, high-quality, and fit-for-purpose pipeline infrastructure throughout the project lifecycle\u003C/p>\n",{"region":3902,"country":3905,"state":16,"city":16},{"code":3903,"name":3904,"orderId":2932},"dGVybTozMw==","Oceania",{"code":3906,"regionCode":3903,"name":595,"orderId":3907},"dGVybTozNA==",34,{"type":1030,"code":3906,"name":595},[3910,3911,3912,3915,3916,3917],{"code":675,"name":53,"orderId":676},{"code":609,"name":178,"orderId":611},{"code":3913,"name":206,"orderId":3914},"dGVybTo1",5,{"code":1099,"name":377,"orderId":1101},{"code":1183,"name":284,"orderId":1184},{"code":3918,"name":478,"orderId":2431},"dGVybTo4",[3920,3921,3922,3923,3924],{"code":580,"name":581,"orderId":583},{"code":585,"name":586,"orderId":588},{"code":645,"name":646,"orderId":648},{"code":650,"name":651,"orderId":653},{"code":1373,"name":464,"orderId":999},[3926],{"code":3927,"name":3928,"orderId":957},"dGVybTozMA==","Oil & Gas",{"id":3930,"docNumber":2104,"releaseDate":3931,"specificationName":3932,"owner":2105,"logo":3933,"link":49,"summaryText":3934,"location":3935,"locationScope":3938,"methods":3939,"crossings":3941,"industries":3946},2,"August 2022","Pipelines - Horizontal Directional Drilling","https://fps.borely.com/wp-content/uploads/2025/06/apa-future-proof-solutions-specification-logo.jpg","\u003Cp>The APA 530-SP-L-0015 Pipelines – Horizontal Directional Drilling specification and its project specific variations define in detail the minimum requirements for the design, planning, execution, and risk mitigation measures necessary for constructing a trenchless pipeline owned by APA.\u003C/p>\n\u003Cp>This comprehensive specification issued on a per project basis mandates the preparation of design and planning documentation to minimize risks associated with trenchless works and establishes clear expectations for the materials and information required to validate the proposed trenchless construction.\u003C/p>\n",{"region":3936,"country":3937,"state":16,"city":16},{"code":3903,"name":3904,"orderId":2932},{"code":3906,"regionCode":3903,"name":595,"orderId":3907},{"type":1030,"code":3906,"name":595},[3940],{"code":675,"name":53,"orderId":676},[3942,3943,3944,3945],{"code":580,"name":581,"orderId":583},{"code":585,"name":586,"orderId":588},{"code":645,"name":646,"orderId":648},{"code":650,"name":651,"orderId":653},[3947,3951,3952],{"code":3948,"name":3949,"orderId":3950},"dGVybToyNw==","Electrical",27,{"code":3927,"name":3928,"orderId":957},{"code":3953,"name":3954,"orderId":3955},"dGVybTo0Ng==","Communications",46,{"id":676,"docNumber":3957,"releaseDate":16,"specificationName":3958,"owner":3959,"logo":3960,"link":3961,"summaryText":3962,"location":3963,"locationScope":3968,"methods":3969,"crossings":3975,"industries":3978},"Arc W880 300 001","Arc Infrastructure Requirements for Non Arc Infrastructure Services Crossing Rail Corridor Land","ARC Infrastructure","https://fps.borely.com/wp-content/uploads/2025/06/arc-infrastructure-future-proof-solutions-specification-logo.jpg","https://www.arcinfra.com/ARCInfrastructure/media/images/RailNetwork/Access%20Corridor/Arc-Requirements-for-Non-Arc-Services-Crossing-in-the-R-Corridor-Land-W880_300_001_Rev1-02.pdf","\u003Cp>The ARC Infrastructure W 880 300 001 specification lists the minimum design and method requirements for completing pipeline work within any ARC rail easement.\u003C/p>\n\u003Cp>The listed conditions apply to both trenched and trenchless works. Trenchless designs must strictly comply with these requirements, and planned works must demonstrate minimum monitoring of rail services and integrity assessments of the pipeline material.\u003C/p>\n",{"region":3964,"country":3965,"state":3966,"city":16},{"code":3903,"name":3904,"orderId":2932},{"code":3906,"regionCode":3903,"name":595,"orderId":3907},{"code":3967,"countryCode":3906,"name":712,"orderId":3474},"dGVybTozOA==",{"type":1026,"code":3967,"name":712},[3970,3971,3972,3973,3974],{"code":675,"name":53,"orderId":676},{"code":609,"name":178,"orderId":611},{"code":3913,"name":206,"orderId":3914},{"code":1099,"name":377,"orderId":1101},{"code":1183,"name":284,"orderId":1184},[3976,3977],{"code":585,"name":586,"orderId":588},{"code":650,"name":651,"orderId":653},[3979,3980,3983,3986,3987],{"code":3948,"name":3949,"orderId":3950},{"code":3981,"name":3982,"orderId":922},"dGVybToyOA==","Water",{"code":3984,"name":3985,"orderId":2931},"dGVybToyOQ==","Sewer",{"code":3927,"name":3928,"orderId":957},{"code":3953,"name":3954,"orderId":3955},{"id":611,"docNumber":3989,"releaseDate":3990,"specificationName":3991,"owner":3992,"logo":3993,"link":3994,"summaryText":3995,"location":3996,"locationScope":3999,"methods":4000,"crossings":4002,"industries":4006},"ASTT CPJP8029-SPE-C-003","June 2015","ASTT Specification for Microtunnelling and Pipe Jacking","ASTT","https://fps.borely.com/wp-content/uploads/2025/06/astt-future-proof-solutions-specification-logo.jpg","https://www.astt.com.au/guidelines/","\u003Cp>The ASTT Trenchless Microtunnelling Specification outlines general conditions and requirements that asset owners may mandate for the preparation of design, method, and engineering documentation.\u003C/p>\n\u003Cp>This specification applies to commonly planned trenchless installations and defines the typical inclusions required by stakeholders to assess proposed works. It is frequently referenced in other trenchless specifications or incorporated into contractual conditions for trenchless projects.\u003C/p>\n",{"region":3997,"country":3998,"state":16,"city":16},{"code":3903,"name":3904,"orderId":2932},{"code":3906,"regionCode":3903,"name":595,"orderId":3907},{"type":1030,"code":3906,"name":595},[4001],{"code":1099,"name":377,"orderId":1101},[4003,4004,4005],{"code":580,"name":581,"orderId":583},{"code":645,"name":646,"orderId":648},{"code":650,"name":651,"orderId":653},[4007,4008,4009,4010,4011],{"code":3948,"name":3949,"orderId":3950},{"code":3981,"name":3982,"orderId":922},{"code":3984,"name":3985,"orderId":2931},{"code":3927,"name":3928,"orderId":957},{"code":3953,"name":3954,"orderId":3955},{"id":3914,"docNumber":4013,"releaseDate":3990,"specificationName":4014,"owner":3992,"logo":3993,"link":3994,"summaryText":4015,"location":4016,"locationScope":4019,"methods":4020,"crossings":4022,"industries":4026},"ASTT CPJP8029-SPE-C-001","ASTT Specification for Horizontal Directional Drilling","\u003Cp>The ASTT Trenchless HDD Specification outlines general conditions and requirements that asset owners may mandate for the preparation of design, method, and engineering documentation.\u003C/p>\n\u003Cp>This specification applies to commonly planned trenchless installations and defines the typical inclusions required by stakeholders to assess proposed works. It is frequently referenced in other trenchless specifications or incorporated into contractual conditions for trenchless projects.\u003C/p>\n",{"region":4017,"country":4018,"state":16,"city":16},{"code":3903,"name":3904,"orderId":2932},{"code":3906,"regionCode":3903,"name":595,"orderId":3907},{"type":1030,"code":3906,"name":595},[4021],{"code":675,"name":53,"orderId":676},[4023,4024,4025],{"code":580,"name":581,"orderId":583},{"code":645,"name":646,"orderId":648},{"code":650,"name":651,"orderId":653},[4027,4028,4029,4030,4031],{"code":3948,"name":3949,"orderId":3950},{"code":3981,"name":3982,"orderId":922},{"code":3984,"name":3985,"orderId":2931},{"code":3927,"name":3928,"orderId":957},{"code":3953,"name":3954,"orderId":3955},{"id":1101,"docNumber":4033,"releaseDate":4034,"specificationName":4035,"owner":4036,"logo":4037,"link":49,"summaryText":4038,"location":4039,"locationScope":4050,"methods":4052,"crossings":4056,"industries":4061},"AC SPEC 1120","March 2023","Jacking Boring and Microtunnelling","Auckland Council","https://fps.borely.com/wp-content/uploads/2025/06/auckland-council-te-kaunihera-o-tamaki-makaurau-future-proof-solutions-specification-logo.jpg","\u003Cp>When designing a trenchless pipeline installation for Auckland Council, the design, construction method, and supporting engineering must comply with Auckland Council’s specific trenchless specification. Each trenchless method has its own applicable specification.\u003C/p>\n\u003Cp>This detailed specification outlines the minimum requirements necessary to obtain approval for the construction of a trenchless pipeline section for Auckland Council.\u003C/p>\n",{"region":4040,"country":4041,"state":4044,"city":4047},{"code":3903,"name":3904,"orderId":2932},{"code":4042,"regionCode":3903,"name":659,"orderId":4043},"dGVybTo0MQ==",41,{"code":4045,"countryCode":4042,"name":4046,"orderId":787},"dGVybTo0Mg==","Auckland",{"code":4048,"stateCode":4045,"name":4046,"orderId":4049},"dGVybTo0Nw==",47,{"type":4051,"code":4048,"name":4046},"city",[4053,4054,4055],{"code":609,"name":178,"orderId":611},{"code":3913,"name":206,"orderId":3914},{"code":1099,"name":377,"orderId":1101},[4057,4058,4059,4060],{"code":580,"name":581,"orderId":583},{"code":585,"name":586,"orderId":588},{"code":645,"name":646,"orderId":648},{"code":650,"name":651,"orderId":653},[4062,4063,4064,4065,4066],{"code":3948,"name":3949,"orderId":3950},{"code":3981,"name":3982,"orderId":922},{"code":3984,"name":3985,"orderId":2931},{"code":3927,"name":3928,"orderId":957},{"code":3953,"name":3954,"orderId":3955},{"id":1184,"docNumber":4068,"releaseDate":4034,"specificationName":672,"owner":4036,"logo":4037,"link":49,"summaryText":4038,"location":4069,"locationScope":4074,"methods":4075,"crossings":4077,"industries":4082},"AC SPEC 1130",{"region":4070,"country":4071,"state":4072,"city":4073},{"code":3903,"name":3904,"orderId":2932},{"code":4042,"regionCode":3903,"name":659,"orderId":4043},{"code":4045,"countryCode":4042,"name":4046,"orderId":787},{"code":4048,"stateCode":4045,"name":4046,"orderId":4049},{"type":4051,"code":4048,"name":4046},[4076],{"code":675,"name":53,"orderId":676},[4078,4079,4080,4081],{"code":580,"name":581,"orderId":583},{"code":585,"name":586,"orderId":588},{"code":645,"name":646,"orderId":648},{"code":650,"name":651,"orderId":653},[4083,4084,4085,4086],{"code":3948,"name":3949,"orderId":3950},{"code":3981,"name":3982,"orderId":922},{"code":3984,"name":3985,"orderId":2931},{"code":3927,"name":3928,"orderId":957},{"id":2431,"docNumber":4088,"releaseDate":4089,"specificationName":4090,"owner":4036,"logo":4037,"link":49,"summaryText":4038,"location":4091,"locationScope":4096,"methods":4097,"crossings":4098,"industries":4103},"AC SPEC 710","October 2023","Pipeline Construction",{"region":4092,"country":4093,"state":4094,"city":4095},{"code":3903,"name":3904,"orderId":2932},{"code":4042,"regionCode":3903,"name":659,"orderId":4043},{"code":4045,"countryCode":4042,"name":4046,"orderId":787},{"code":4048,"stateCode":4045,"name":4046,"orderId":4049},{"type":4051,"code":4048,"name":4046},[],[4099,4100,4101,4102],{"code":580,"name":581,"orderId":583},{"code":585,"name":586,"orderId":588},{"code":645,"name":646,"orderId":648},{"code":650,"name":651,"orderId":653},[4104,4105,4106,4107,4108],{"code":3948,"name":3949,"orderId":3950},{"code":3981,"name":3982,"orderId":922},{"code":3984,"name":3985,"orderId":2931},{"code":3927,"name":3928,"orderId":957},{"code":3953,"name":3954,"orderId":3955},{"id":648,"docNumber":4110,"releaseDate":4111,"specificationName":4112,"owner":4113,"logo":4114,"link":4115,"summaryText":4116,"location":4117,"locationScope":4122,"methods":4123,"crossings":4129,"industries":4134},"Ausgrid STD NS159","August 2025","Installation of Cables and Conduits using Trenchless Techniques","Ausgrid","https://fps.borely.com/wp-content/uploads/2025/06/ausgrid-future-proof-solutions-specification-logo.jpg","https://www.ausgrid.com.au/-/media/Documents/Technical-Documentation/NS/NS159","\u003Cp>NS159 outlines the essential requirements for installing cables and conduits using trenchless techniques. It emphasizes the need for thorough planning, accurate site assessments, and the selection of appropriate trenchless methods based on specific project conditions.\u003C/p>\n\u003Cp>The standard mandates adherence to minimum off sets, integrity assessment of the propose pipe material and maximum/minimum depths of cover based on the intended service for installation.\u003C/p>\n",{"region":4118,"country":4119,"state":4120,"city":16},{"code":3903,"name":3904,"orderId":2932},{"code":3906,"regionCode":3903,"name":595,"orderId":3907},{"code":4121,"countryCode":3906,"name":1068,"orderId":1311},"dGVybTozNQ==",{"type":1026,"code":4121,"name":1068},[4124,4125,4126,4127,4128],{"code":675,"name":53,"orderId":676},{"code":609,"name":178,"orderId":611},{"code":3913,"name":206,"orderId":3914},{"code":1099,"name":377,"orderId":1101},{"code":1183,"name":284,"orderId":1184},[4130,4131,4132,4133],{"code":580,"name":581,"orderId":583},{"code":585,"name":586,"orderId":588},{"code":645,"name":646,"orderId":648},{"code":650,"name":651,"orderId":653},[4135],{"code":3948,"name":3949,"orderId":3950},{"id":999,"docNumber":4137,"releaseDate":4111,"specificationName":4138,"owner":4139,"logo":4140,"link":4141,"summaryText":4142,"location":4143,"locationScope":4146,"methods":4147,"crossings":4153,"industries":4155},"ARTC STD ETS-13-01","Installation of Utility Services and Pipelines within Railway Boundaries","Australia Rail Track Corporation LTD","https://fps.borely.com/wp-content/uploads/2025/08/australia-rail-track-corporation-future-proof-solutions-logo.jpg","https://extranet.artc.com.au/eng_track-civil_procedure.html","\u003Cp>This ARTC standard specifies the technical requirements for installing utility services and pipelines within railway boundaries. In addition to the standard, all underground utility installations within railway boundaries must comply with AS 4799. Access to railway property for construction must also be supported by a formal agreement with ARTC for that purpose.\u003C/p>\n",{"region":4144,"country":4145,"state":16,"city":16},{"code":3903,"name":3904,"orderId":2932},{"code":3906,"regionCode":3903,"name":595,"orderId":3907},{"type":1030,"code":3906,"name":595},[4148,4149,4150,4151,4152],{"code":675,"name":53,"orderId":676},{"code":609,"name":178,"orderId":611},{"code":3913,"name":206,"orderId":3914},{"code":1099,"name":377,"orderId":1101},{"code":1183,"name":284,"orderId":1184},[4154],{"code":585,"name":586,"orderId":588},[4156,4157,4158,4159,4160],{"code":3948,"name":3949,"orderId":3950},{"code":3981,"name":3982,"orderId":922},{"code":3984,"name":3985,"orderId":2931},{"code":3927,"name":3928,"orderId":957},{"code":3953,"name":3954,"orderId":3955},{"id":588,"docNumber":4162,"releaseDate":4163,"specificationName":4164,"owner":4165,"logo":4166,"link":4167,"summaryText":4168,"location":4169,"locationScope":4176,"methods":4177,"crossings":4182,"industries":4185},"DITSA RD-EW-C3","September 2024","Master Specification Boring","Department for Infrastructure and Transport","https://fps.borely.com/wp-content/uploads/2025/06/government-of-south-australia-future-proof-solutions-specification-logo.BGGcrsZX.jpg","https://dit.sa.gov.au/__data/assets/pdf_file/0018/1423503/RD-EW-C3-BORING.pdf","\u003Cp>When completing trenchless pipe installations beneath existing South Australian road and rail assets, the design and supporting engineering must strictly comply with the RD-EW-C3 Master Specification Boring.\u003C/p>\n\u003Cp>This specification outlines the minimum requirements for design, method documentation, and engineering for any trenchless service crossing, including alignment orientation criteria and long-term integrity assessments for the selected pipe material.\u003C/p>\n",{"region":4170,"country":4171,"state":4172,"city":16},{"code":3903,"name":3904,"orderId":2932},{"code":3906,"regionCode":3903,"name":595,"orderId":3907},{"code":4173,"countryCode":3906,"name":4174,"orderId":4175},"dGVybTozNw==","South Australia",37,{"type":1026,"code":4173,"name":4174},[4178,4179,4180,4181],{"code":675,"name":53,"orderId":676},{"code":609,"name":178,"orderId":611},{"code":3913,"name":206,"orderId":3914},{"code":1099,"name":377,"orderId":1101},[4183,4184],{"code":580,"name":581,"orderId":583},{"code":585,"name":586,"orderId":588},[4186,4187,4188,4189,4190],{"code":3948,"name":3949,"orderId":3950},{"code":3981,"name":3982,"orderId":922},{"code":3984,"name":3985,"orderId":2931},{"code":3927,"name":3928,"orderId":957},{"code":3953,"name":3954,"orderId":3955},{"id":583,"docNumber":1246,"releaseDate":4192,"specificationName":4193,"owner":1247,"logo":4194,"link":4195,"summaryText":4196,"location":4197,"locationScope":4202,"methods":4203,"crossings":4205,"industries":4207},"July 2025","Transport and Main Roads Specifications MRS140 Horizontal Directional Drilling (HDD)","https://fps.borely.com/wp-content/uploads/2025/06/queensland-government-department-of-transport-and-main-roads-future-proof-solutions-specification-logo.jpg","https://www.tmr.qld.gov.au/_/media/busind/techstdpubs/specifications-and-drawings/specifications/3-roadworks-drainage-culverts-and-geotechnical/mrts140.pdf?rev=de09e8af53474087b7dd2b114e8c06f9&sc_lang=en&extension=pdf&size=456000&hash=F029889B67F161507162C256D93A5BEA","\u003Cp>MRTS140 governs the design and installation of pipelines and other infrastructure using HDD, within the Queensland DTMR’s state-controlled road corridors.\u003C/p>\n\u003Cp>This technical specification imposes conditions, considerations, and hold points that must be met when designing and installing HDDs under important road infrastructure. During the design phase, this specification must inform not only the HDD profile and alignment, but also other vital engineering documents, such as hydrofracture analyses and installation calculations.\u003C/p>\n",{"region":4198,"country":4199,"state":4200,"city":16},{"code":3903,"name":3904,"orderId":2932},{"code":3906,"regionCode":3903,"name":595,"orderId":3907},{"code":4201,"countryCode":3906,"name":755,"orderId":786},"dGVybTozNg==",{"type":1026,"code":4201,"name":755},[4204],{"code":675,"name":53,"orderId":676},[4206],{"code":580,"name":581,"orderId":583},[4208,4209,4210,4211,4212],{"code":3948,"name":3949,"orderId":3950},{"code":3981,"name":3982,"orderId":922},{"code":3984,"name":3985,"orderId":2931},{"code":3927,"name":3928,"orderId":957},{"code":3953,"name":3954,"orderId":3955},{"id":653,"docNumber":4214,"releaseDate":4192,"specificationName":4215,"owner":1247,"logo":4194,"link":4216,"summaryText":4217,"location":4218,"locationScope":4222,"methods":4223,"crossings":4226,"industries":4228},"DTMR SPEC MRTS141","Transport and Main Roads Specifications MRTS141 Microtunnelling and Pipe Jacking","https://www.tmr.qld.gov.au/_/media/busind/techstdpubs/specifications-and-drawings/specifications/3-roadworks-drainage-culverts-and-geotechnical/mrts141.pdf?rev=f8919362906445a69eeabd209271a0b9&sc_lang=en&extension=pdf&size=428633&hash=77B8C8C66B7ECD2E7F3ED8627FED9617","\u003Cp>MRTS141 applies to design and installation of pipelines and other infrastructure via various microtunnelling and pipe jacking methods, within road corridors controlled by the Queensland DTMR.\u003C/p>\n\u003Cp>Designers and contractors must incorporate various requirements and aspects into microtunnel crossings to be installed in these road corridors. The specification directly applies to design documentation, such as the microtunnel profile and alignment, but it also mandates measures which can be achieved via detailed engineering, such as conducting settlement analysis and formulating grouting plans.\u003C/p>\n",{"region":4219,"country":4220,"state":4221,"city":16},{"code":3903,"name":3904,"orderId":2932},{"code":3906,"regionCode":3903,"name":595,"orderId":3907},{"code":4201,"countryCode":3906,"name":755,"orderId":786},{"type":1026,"code":4201,"name":755},[4224,4225],{"code":3913,"name":206,"orderId":3914},{"code":1099,"name":377,"orderId":1101},[4227],{"code":580,"name":581,"orderId":583},[4229,4230,4231,4232,4233],{"code":3948,"name":3949,"orderId":3950},{"code":3981,"name":3982,"orderId":922},{"code":3984,"name":3985,"orderId":2931},{"code":3927,"name":3928,"orderId":957},{"code":3953,"name":3954,"orderId":3955},{"id":638,"docNumber":1252,"releaseDate":4192,"specificationName":4235,"owner":1247,"logo":4194,"link":4236,"summaryText":4237,"location":4238,"locationScope":4242,"methods":4243,"crossings":4246,"industries":4248},"Transport and Main Roads Specifications MRTS142 Thrust Boring and Auger Boring","https://www.tmr.qld.gov.au/_/media/busind/techstdpubs/specifications-and-drawings/specifications/3-roadworks-drainage-culverts-and-geotechnical/mrts142.pdf?rev=63c3b2b729134dfc9db5839be9ee7a22&sc_lang=en&extension=pdf&size=384581&hash=F695D4F259B3C02BF0B2FFD59CABB645","\u003Cp>Design and installation of pipelines and other infrastructure via auger boring methods is regulated by MRTS142 when taking place in Queensland DTMR road corridors.\u003C/p>\n\u003Cp>This technical specification sets detailed conditions, design prerequisites, and measures which must be addressed in auger bore design and construction. From a design and engineering perspective, this standard should be an input to construction designs and documentation such as the auger bore profile and alignment and settlement calculations.\u003C/p>\n",{"region":4239,"country":4240,"state":4241,"city":16},{"code":3903,"name":3904,"orderId":2932},{"code":3906,"regionCode":3903,"name":595,"orderId":3907},{"code":4201,"countryCode":3906,"name":755,"orderId":786},{"type":1026,"code":4201,"name":755},[4244,4245],{"code":609,"name":178,"orderId":611},{"code":3913,"name":206,"orderId":3914},[4247],{"code":580,"name":581,"orderId":583},[4249,4250,4251,4252,4253],{"code":3948,"name":3949,"orderId":3950},{"code":3981,"name":3982,"orderId":922},{"code":3984,"name":3985,"orderId":2931},{"code":3927,"name":3928,"orderId":957},{"code":3953,"name":3954,"orderId":3955},{"id":4255,"docNumber":2601,"releaseDate":4256,"specificationName":4257,"owner":2602,"logo":4258,"link":49,"summaryText":4259,"location":4260,"locationScope":4264,"methods":4265,"crossings":4267,"industries":4273},15,"October 2012","Horizontal Directional Drilling GP 59-01-22","https://fps.borely.com/wp-content/uploads/2025/06/exxonmobil-future-proof-solutions-specification-logo.jpg","\u003Cp>ExxonMobil/’s global practices outline in detail the minimum requirements for the design, planning, execution, and risk mitigation measures necessary for constructing a trenchless pipeline owned by ExxonMobil.\u003C/p>\n\u003Cp>This comprehensive specification mandates the preparation of design and planning documentation to minimize risks associated with trenchless works and establishes clear expectations for the materials and information required to validate the proposed trenchless construction.\u003C/p>\n",{"region":4261,"country":16,"state":16,"city":16},{"code":4262,"name":4263,"orderId":1138},"dGVybTozMg==","Internationally Compliant",{"type":2441,"code":4262,"name":4263},[4266],{"code":675,"name":53,"orderId":676},[4268,4269,4270,4271,4272],{"code":580,"name":581,"orderId":583},{"code":585,"name":586,"orderId":588},{"code":645,"name":646,"orderId":648},{"code":650,"name":651,"orderId":653},{"code":1373,"name":464,"orderId":999},[4274,4275,4276],{"code":3948,"name":3949,"orderId":3950},{"code":3927,"name":3928,"orderId":957},{"code":3953,"name":3954,"orderId":3955},{"id":838,"docNumber":3206,"releaseDate":4278,"specificationName":4279,"owner":3207,"logo":4280,"link":4281,"summaryText":4282,"location":4283,"locationScope":4286,"methods":4287,"crossings":4293,"industries":4298},"July 2021","Guideline designing, constructing and operating assets near Jemena Gas Pipelines","https://fps.borely.com/wp-content/uploads/2025/06/jemena-bringing-energy-to-life-future-proof-solutions-specification-logo.jpg","https://www.jemena.com.au/siteassets/asset-folder/documents/gas/gas-960-gl-pl-001-guideline-designing-constructing-and-operating-assets-near-jemena-gas-pipelines-v13.pdf","\u003Cp>When constructing near existing Jemena services or designing a new service for Jemena, all planned works must comply with the GAS-960-GL-PL-001 guideline. These guidelines outline the minimum requirements for assessing design suitability, method selection, and risk mitigation for trenchless installations.\u003C/p>\n\u003Cp>The guidelines define, for Contractors and asset owners, the minimum design criteria, long-term integrity assessments, method documentation, and engineering requirements for trenched or trenchless pipelines near or for Jemena services.\u003C/p>\n",{"region":4284,"country":4285,"state":16,"city":16},{"code":3903,"name":3904,"orderId":2932},{"code":3906,"regionCode":3903,"name":595,"orderId":3907},{"type":1030,"code":3906,"name":595},[4288,4289,4290,4291,4292],{"code":675,"name":53,"orderId":676},{"code":609,"name":178,"orderId":611},{"code":3913,"name":206,"orderId":3914},{"code":1099,"name":377,"orderId":1101},{"code":1183,"name":284,"orderId":1184},[4294,4295,4296,4297],{"code":580,"name":581,"orderId":583},{"code":585,"name":586,"orderId":588},{"code":645,"name":646,"orderId":648},{"code":650,"name":651,"orderId":653},[4299,4300],{"code":3927,"name":3928,"orderId":957},{"code":3953,"name":3954,"orderId":3955},{"id":4302,"docNumber":1249,"releaseDate":4303,"specificationName":4304,"owner":1250,"logo":4305,"link":4306,"summaryText":4307,"location":4308,"locationScope":4312,"methods":4313,"crossings":4319,"industries":4322},17,"December 2024","Civil - Non-Queensland Rail Underground Services in Queensland Rail Property","https://fps.borely.com/wp-content/uploads/2025/06/queensland-rail-future-proof-solutions-specification-logo.jpg","https://www.queenslandrail.com.au/business/Documents/MD-20-173.pdf","\u003Cp>The Queensland Rail MD-20-173 specification outlines the minimum design and method requirements for completing pipeline work within any QR rail easement.\u003C/p>\n\u003Cp>These conditions apply to trenchless works, where designs must strictly comply with the specification. Planned works must demonstrate minimum monitoring of rail services, enveloper and grouting requirements, and integrity assessments of the pipeline material.\u003C/p>\n",{"region":4309,"country":4310,"state":4311,"city":16},{"code":3903,"name":3904,"orderId":2932},{"code":3906,"regionCode":3903,"name":595,"orderId":3907},{"code":4201,"countryCode":3906,"name":755,"orderId":786},{"type":1026,"code":4201,"name":755},[4314,4315,4316,4317,4318],{"code":675,"name":53,"orderId":676},{"code":609,"name":178,"orderId":611},{"code":3913,"name":206,"orderId":3914},{"code":1099,"name":377,"orderId":1101},{"code":1183,"name":284,"orderId":1184},[4320,4321],{"code":585,"name":586,"orderId":588},{"code":650,"name":651,"orderId":653},[4323,4324,4325,4326,4327],{"code":3948,"name":3949,"orderId":3950},{"code":3981,"name":3982,"orderId":922},{"code":3984,"name":3985,"orderId":2931},{"code":3927,"name":3928,"orderId":957},{"code":3953,"name":3954,"orderId":3955},{"id":839,"docNumber":3081,"releaseDate":4303,"specificationName":4329,"owner":3082,"logo":4330,"link":4331,"summaryText":4332,"location":4333,"locationScope":4340,"methods":4341,"crossings":4346,"industries":4351},"Technical Specification - Civil","https://fps.borely.com/wp-content/uploads/2025/06/sydney-water-future-proof-solutions-specification-logo-2.png","https://www.sydneywater.com.au/content/dam/sydneywater/documents/provider-information/standards-specifications/technical-specification-civil.pdf","\u003Cp>The trenchless sections of the CPDMS0023 Technical Specification – Civil outline the minimum requirements for assessing design suitability, method selection, and specified pipe materials for trenchless installations.\u003C/p>\n\u003Cp>The specification defines the minimum design criteria, long-term integrity assessment, method documentation, and engineering requirements for trenchless pipelines delivered by a contractor to Sydney Water for assessment and construction approval.\u003C/p>\n",{"region":4334,"country":4335,"state":4336,"city":4337},{"code":3903,"name":3904,"orderId":2932},{"code":3906,"regionCode":3903,"name":595,"orderId":3907},{"code":4121,"countryCode":3906,"name":1068,"orderId":1311},{"code":4338,"stateCode":4121,"name":1064,"orderId":4339},"dGVybTozOQ==",39,{"type":4051,"code":4338,"name":1064},[4342,4343,4344,4345],{"code":675,"name":53,"orderId":676},{"code":609,"name":178,"orderId":611},{"code":3913,"name":206,"orderId":3914},{"code":1099,"name":377,"orderId":1101},[4347,4348,4349,4350],{"code":580,"name":581,"orderId":583},{"code":585,"name":586,"orderId":588},{"code":645,"name":646,"orderId":648},{"code":650,"name":651,"orderId":653},[4352,4353],{"code":3981,"name":3982,"orderId":922},{"code":3984,"name":3985,"orderId":2931},{"id":3515,"docNumber":4355,"releaseDate":4356,"specificationName":4357,"owner":4358,"logo":4359,"link":4360,"summaryText":4361,"location":4362,"locationScope":4373,"methods":4374,"crossings":4378,"industries":4382},"TDOT SPEC 5170","March 2024","Trenchless Excavation for Water and Wastewater Utilities","Texas Department of Transportation","https://fps.borely.com/wp-content/uploads/2025/06/texas-department-of-transportation-future-proof-solutions-specification-logo.jpg","https://ftp.dot.state.tx.us/pub/txdot-info/cmd/cserve/specs/2014/spec/ss5170.pdf","\u003Cp>The Texas Department of Transportation’s Special Specification 5170 outlines the minimum requirements for assessing design suitability, method selection, and specified pipe materials for trenchless installations.\u003C/p>\n\u003Cp>The specification defines the minimum design criteria, long-term integrity assessments, method documentation, and engineering requirements for trenchless pipelines, which must be submitted by the contractor to the department for assessment and construction approval.\u003C/p>\n",{"region":4363,"country":4366,"state":4369,"city":16},{"code":4364,"name":4365,"orderId":1713},"dGVybTo0NA==","Americas",{"code":4367,"regionCode":4364,"name":4368,"orderId":3306},"dGVybTo0NQ==","United States",{"code":4370,"countryCode":4367,"name":4371,"orderId":4372},"dGVybToxMzk=","Texas",139,{"type":1026,"code":4370,"name":4371},[4375,4376,4377],{"code":609,"name":178,"orderId":611},{"code":3913,"name":206,"orderId":3914},{"code":1099,"name":377,"orderId":1101},[4379,4380,4381],{"code":580,"name":581,"orderId":583},{"code":645,"name":646,"orderId":648},{"code":650,"name":651,"orderId":653},[4383,4384,4385,4386,4387],{"code":3948,"name":3949,"orderId":3950},{"code":3981,"name":3982,"orderId":922},{"code":3984,"name":3985,"orderId":2931},{"code":3927,"name":3928,"orderId":957},{"code":3953,"name":3954,"orderId":3955},{"id":881,"docNumber":1347,"releaseDate":4389,"specificationName":4390,"owner":1348,"logo":4391,"link":4392,"summaryText":4393,"location":4394,"locationScope":4398,"methods":4399,"crossings":4405,"industries":4407},"July 2018","GTD 2018 002 | RMS 18.906 Trenchless Excavation within the Easement of Roads and Maritime Infrastructure","https://fps.borely.com/wp-content/uploads/2025/06/nsw-government-transport-for-nsw-future-proof-solutions-specification-logo.jpg","https://standards.transport.nsw.gov.au/search-standard-specific/?id=TBA%20-%200003484:2022","\u003Cp>All services crossing beneath existing TfNSW road and rail infrastructure must comply with the trenchless pipeline installation requirements outlined in the TS 02088 Technical Document.\u003C/p>\n\u003Cp>Live loading assessments and maximum allowable settlement must be evaluated before commencing works to ensure that pipe materials and depth of cover meet or exceed TfNSW’s minimum requirements.\u003C/p>\n",{"region":4395,"country":4396,"state":4397,"city":16},{"code":3903,"name":3904,"orderId":2932},{"code":3906,"regionCode":3903,"name":595,"orderId":3907},{"code":4121,"countryCode":3906,"name":1068,"orderId":1311},{"type":1026,"code":4121,"name":1068},[4400,4401,4402,4403,4404],{"code":675,"name":53,"orderId":676},{"code":609,"name":178,"orderId":611},{"code":3913,"name":206,"orderId":3914},{"code":1099,"name":377,"orderId":1101},{"code":1183,"name":284,"orderId":1184},[4406],{"code":580,"name":581,"orderId":583},[4408,4409,4410,4411,4412],{"code":3948,"name":3949,"orderId":3950},{"code":3981,"name":3982,"orderId":922},{"code":3984,"name":3985,"orderId":2931},{"code":3927,"name":3928,"orderId":957},{"code":3953,"name":3954,"orderId":3955},{"id":1058,"docNumber":3288,"releaseDate":4414,"specificationName":4415,"owner":1348,"logo":4391,"link":4416,"summaryText":4417,"location":4418,"locationScope":4422,"methods":4423,"crossings":4429,"industries":4432},"June 2016","TN 042: 2016 Service Installations within the Rail Corridor","https://standards.transport.nsw.gov.au/search-standard-specific/?id=TBA%20-%200001936:2022","\u003Cp>TS 02390 expands on the specification requirements of TS 02088 by incorporating design and installation requirements for all trenchless pipelines located under or within the TfNSW rail easement.\u003C/p>\n\u003Cp>The specification outlines alignment and orientation requirements for the design, as well as the minimum monitoring requirements for settlement during trenchless works. It also mandates the minimum detail required for pipeline installation methods to ensure TfNSW can adequately assess the proposed works.\u003C/p>\n",{"region":4419,"country":4420,"state":4421,"city":16},{"code":3903,"name":3904,"orderId":2932},{"code":3906,"regionCode":3903,"name":595,"orderId":3907},{"code":4121,"countryCode":3906,"name":1068,"orderId":1311},{"type":1026,"code":4121,"name":1068},[4424,4425,4426,4427,4428],{"code":675,"name":53,"orderId":676},{"code":609,"name":178,"orderId":611},{"code":3913,"name":206,"orderId":3914},{"code":1099,"name":377,"orderId":1101},{"code":1183,"name":284,"orderId":1184},[4430,4431],{"code":580,"name":581,"orderId":583},{"code":585,"name":586,"orderId":588},[4433,4434,4435,4436,4437],{"code":3948,"name":3949,"orderId":3950},{"code":3981,"name":3982,"orderId":922},{"code":3984,"name":3985,"orderId":2931},{"code":3927,"name":3928,"orderId":957},{"code":3953,"name":3954,"orderId":3955},{"id":2121,"docNumber":1538,"releaseDate":4439,"specificationName":4440,"owner":1539,"logo":4441,"link":4442,"summaryText":4443,"location":4444,"locationScope":4451,"methods":4452,"crossings":4454,"industries":4459},"March 2025","Specification for Horizontal Directional Drilling","https://fps.borely.com/wp-content/uploads/2025/06/unitywater-future-proof-solutions-specification-logo.jpg","https://www.unitywater.com/-/media/unitywater/pdf-infrastructure-standards/pr9788---specification-for-horizontal-directional-drilling.pdf?la=en&hash=86C0686EF51959593E4E7BD6FBEA803D","\u003Cp>When designing a trenchless pipeline installation for Unitywater, the design, construction method, and supporting engineering must comply with Unitywater’s specific trenchless specification.\u003C/p>\n\u003Cp>Each trenchless method has its own applicable specification.This detailed specification outlines the minimum requirements necessary to obtain approval for the construction of a trenchless pipeline section for Unitywater.\u003C/p>\n",{"region":4445,"country":4446,"state":4447,"city":4448},{"code":3903,"name":3904,"orderId":2932},{"code":3906,"regionCode":3903,"name":595,"orderId":3907},{"code":4201,"countryCode":3906,"name":755,"orderId":786},{"code":4449,"stateCode":4201,"name":4450,"orderId":1611},"dGVybTo0MA==","Sunshine Coast",{"type":4051,"code":4449,"name":4450},[4453],{"code":675,"name":53,"orderId":676},[4455,4456,4457,4458],{"code":580,"name":581,"orderId":583},{"code":585,"name":586,"orderId":588},{"code":645,"name":646,"orderId":648},{"code":650,"name":651,"orderId":653},[4460,4461],{"code":3981,"name":3982,"orderId":922},{"code":3984,"name":3985,"orderId":2931},{"id":4463,"docNumber":4464,"releaseDate":4111,"specificationName":4465,"owner":1539,"logo":4441,"link":4466,"summaryText":4467,"location":4468,"locationScope":4473,"methods":4474,"crossings":4477,"industries":4482},23,"UW SPEC PR9789","Specification for Auger Boring","https://www.unitywater.com/building-and-developing//-/media/unitywater/pdf-infrastructure-standards/pr9789----specification-for-auger-boring.pdf","\u003Cp>When designing a trenchless pipeline installation for Unitywater, the design, construction method, and supporting engineering must comply with Unitywater’s specific trenchless specification. Each trenchless method has its own applicable specification.\u003C/p>\n\u003Cp>This detailed specification outlines the minimum requirements necessary to obtain approval for the construction of a trenchless pipeline section for Unitywater.\u003C/p>\n",{"region":4469,"country":4470,"state":4471,"city":4472},{"code":3903,"name":3904,"orderId":2932},{"code":3906,"regionCode":3903,"name":595,"orderId":3907},{"code":4201,"countryCode":3906,"name":755,"orderId":786},{"code":4449,"stateCode":4201,"name":4450,"orderId":1611},{"type":4051,"code":4449,"name":4450},[4475,4476],{"code":609,"name":178,"orderId":611},{"code":3913,"name":206,"orderId":3914},[4478,4479,4480,4481],{"code":580,"name":581,"orderId":583},{"code":585,"name":586,"orderId":588},{"code":645,"name":646,"orderId":648},{"code":650,"name":651,"orderId":653},[4483,4484],{"code":3981,"name":3982,"orderId":922},{"code":3984,"name":3985,"orderId":2931},{"id":1466,"docNumber":4486,"releaseDate":4111,"specificationName":4487,"owner":1539,"logo":4441,"link":4488,"summaryText":4467,"location":4489,"locationScope":4494,"methods":4495,"crossings":4497,"industries":4502},"UW SPEC PR9790","Specification for Pipe Ramming","https://www.unitywater.com/building-and-developing//-/media/unitywater/pdf-infrastructure-standards/pr9790---specficiation-for-pipe-ramming.pdf",{"region":4490,"country":4491,"state":4492,"city":4493},{"code":3903,"name":3904,"orderId":2932},{"code":3906,"regionCode":3903,"name":595,"orderId":3907},{"code":4201,"countryCode":3906,"name":755,"orderId":786},{"code":4449,"stateCode":4201,"name":4450,"orderId":1611},{"type":4051,"code":4449,"name":4450},[4496],{"code":1183,"name":284,"orderId":1184},[4498,4499,4500,4501],{"code":580,"name":581,"orderId":583},{"code":585,"name":586,"orderId":588},{"code":645,"name":646,"orderId":648},{"code":650,"name":651,"orderId":653},[4503,4504],{"code":3981,"name":3982,"orderId":922},{"code":3984,"name":3985,"orderId":2931},{"id":574,"docNumber":4506,"releaseDate":4111,"specificationName":4507,"owner":1539,"logo":4441,"link":4508,"summaryText":4467,"location":4509,"locationScope":4514,"methods":4515,"crossings":4518,"industries":4523},"UW SPEC PR9787","Specification for Microtunnelling and Pipejacking","https://www.unitywater.com/building-and-developing//-/media/unitywater/pdf-infrastructure-standards/pr9787---specification-for-microtunnelling-and-pipejacking.pdf",{"region":4510,"country":4511,"state":4512,"city":4513},{"code":3903,"name":3904,"orderId":2932},{"code":3906,"regionCode":3903,"name":595,"orderId":3907},{"code":4201,"countryCode":3906,"name":755,"orderId":786},{"code":4449,"stateCode":4201,"name":4450,"orderId":1611},{"type":4051,"code":4449,"name":4450},[4516,4517],{"code":3913,"name":206,"orderId":3914},{"code":1099,"name":377,"orderId":1101},[4519,4520,4521,4522],{"code":580,"name":581,"orderId":583},{"code":585,"name":586,"orderId":588},{"code":645,"name":646,"orderId":648},{"code":650,"name":651,"orderId":653},[4524,4525],{"code":3981,"name":3982,"orderId":922},{"code":3984,"name":3985,"orderId":2931},{"id":1811,"docNumber":4527,"releaseDate":4528,"specificationName":4529,"owner":4530,"logo":49,"link":4531,"summaryText":4532,"location":4533,"locationScope":4536,"methods":4537,"crossings":4542,"industries":4547},"USACE EM 1110-2-2902","December 2020","Conduits, Pipes, and Culverts Associated with Dams and Levee Systems","US Army Corps of Engineers","https://www.publications.usace.army.mil/Portals/76/Users/182/86/2486/EM%201110-2-%202902a.pdf","\u003Cp>The EM 1110-2-2902 Manual provides the risk informed guidance for the life cycle of conduits, pipes and culverts associated with USACE constructed dam and levee projects.\u003C/p>\n\u003Cp>Trenchless projects complete in the USA often refer to the guidance outlined in the manual when assessing and design other trenchless design works.\u003C/p>\n",{"region":4534,"country":4535,"state":16,"city":16},{"code":4364,"name":4365,"orderId":1713},{"code":4367,"regionCode":4364,"name":4368,"orderId":3306},{"type":1030,"code":4367,"name":4368},[4538,4539,4540,4541],{"code":675,"name":53,"orderId":676},{"code":609,"name":178,"orderId":611},{"code":3913,"name":206,"orderId":3914},{"code":1099,"name":377,"orderId":1101},[4543,4544,4545,4546],{"code":580,"name":581,"orderId":583},{"code":585,"name":586,"orderId":588},{"code":645,"name":646,"orderId":648},{"code":650,"name":651,"orderId":653},[4548,4549,4550,4551,4552],{"code":3948,"name":3949,"orderId":3950},{"code":3981,"name":3982,"orderId":922},{"code":3984,"name":3985,"orderId":2931},{"code":3927,"name":3928,"orderId":957},{"code":3953,"name":3954,"orderId":3955},{"id":3950,"docNumber":4554,"releaseDate":1416,"specificationName":4555,"owner":4556,"logo":4557,"link":4558,"summaryText":4559,"location":4560,"locationScope":4564,"methods":4565,"crossings":4570,"industries":4575},"WC TECH GUI Rev 3","Protection of Assets: Technical Guidelines","Water Corporation","https://fps.borely.com/wp-content/uploads/2025/06/water-corporation-future-proof-solutions-specification-logo.jpg","https://www.watercorporation.com.au/-/media/WaterCorp/Documents/Developing-and-Building/Working-near-assets/Technical-guidelines-working-near-our-assets.pdf","\u003Cp>When constructing near existing Water Corporation services or designing a new service for Water Corporation, all planned works must comply with the Protection of Assets: Technical Guidelines. These guidelines outline the minimum requirements for assessing design suitability, method selection, and risk mitigation for trenchless installations.\u003C/p>\n\u003Cp>The guidelines define, for Contractors and asset owners, the minimum design criteria, long-term integrity assessments, method documentation, and engineering requirements for trenched or trenchless pipelines near or for Water Corporation services.\u003C/p>\n",{"region":4561,"country":4562,"state":4563,"city":16},{"code":3903,"name":3904,"orderId":2932},{"code":3906,"regionCode":3903,"name":595,"orderId":3907},{"code":3967,"countryCode":3906,"name":712,"orderId":3474},{"type":1026,"code":3967,"name":712},[4566,4567,4568,4569],{"code":675,"name":53,"orderId":676},{"code":609,"name":178,"orderId":611},{"code":3913,"name":206,"orderId":3914},{"code":1099,"name":377,"orderId":1101},[4571,4572,4573,4574],{"code":580,"name":581,"orderId":583},{"code":585,"name":586,"orderId":588},{"code":645,"name":646,"orderId":648},{"code":650,"name":651,"orderId":653},[4576,4577,4578,4579,4580],{"code":3948,"name":3949,"orderId":3950},{"code":3981,"name":3982,"orderId":922},{"code":3984,"name":3985,"orderId":2931},{"code":3927,"name":3928,"orderId":957},{"code":3953,"name":3954,"orderId":3955},{"id":922,"docNumber":2957,"releaseDate":4582,"specificationName":4583,"owner":2958,"logo":4584,"link":49,"summaryText":4585,"location":4586,"locationScope":4590,"methods":4591,"crossings":4596,"industries":4601},"February 2024","Trenchless Technology","https://fps.borely.com/wp-content/uploads/2025/08/cairns-regional-council-future-proof-solutions-logo.jpg","\u003Cp>When designing a trenchless pipeline installation for Cairns Regional Council, the design, construction method, and supporting engineering must comply with Cairns Regional Council’s specific trenchless specification.\u003C/p>\n\u003Cp>This detailed specification outlines the minimum requirements necessary to obtain approval for the construction of a trenchless pipeline section for Cairns Regional Council.\u003C/p>\n",{"region":4587,"country":4588,"state":4589,"city":16},{"code":3903,"name":3904,"orderId":2932},{"code":3906,"regionCode":3903,"name":595,"orderId":3907},{"code":4201,"countryCode":3906,"name":755,"orderId":786},{"type":1026,"code":4201,"name":755},[4592,4593,4594,4595],{"code":675,"name":53,"orderId":676},{"code":609,"name":178,"orderId":611},{"code":3913,"name":206,"orderId":3914},{"code":1099,"name":377,"orderId":1101},[4597,4598,4599,4600],{"code":580,"name":581,"orderId":583},{"code":585,"name":586,"orderId":588},{"code":645,"name":646,"orderId":648},{"code":650,"name":651,"orderId":653},[4602,4603],{"code":3981,"name":3982,"orderId":922},{"code":3984,"name":3985,"orderId":2931},{"id":2931,"docNumber":2553,"releaseDate":4605,"specificationName":4606,"owner":2554,"logo":4607,"link":49,"summaryText":4608,"location":4609,"locationScope":4613,"methods":4614,"crossings":4620,"industries":4625},"July 2022","ASSET ENGINEERING: PIPELINES AND MAINS DEPTH OF COVER GUIDELINE","https://fps.borely.com/wp-content/uploads/2025/08/atco-australia-future-proof-solutions-logo.jpg","\u003Cdiv class=\"ewa-rteLine\">The purpose of this work instruction is to detail the parameters for pipeline installation depth of cover, and establish relevant approval requirements for shallow or deep pipeline installation.\u003C/div>\n\u003Cdiv class=\"ewa-rteLine\">The application of the depth of cover guidelines and specifications contained within this document relate to gas pipelines and gas mains on the ATCO Gas Australia Distribution Network.\u003C/div>\n",{"region":4610,"country":4611,"state":4612,"city":16},{"code":3903,"name":3904,"orderId":2932},{"code":3906,"regionCode":3903,"name":595,"orderId":3907},{"code":3967,"countryCode":3906,"name":712,"orderId":3474},{"type":1026,"code":3967,"name":712},[4615,4616,4617,4618,4619],{"code":675,"name":53,"orderId":676},{"code":609,"name":178,"orderId":611},{"code":3913,"name":206,"orderId":3914},{"code":1099,"name":377,"orderId":1101},{"code":1183,"name":284,"orderId":1184},[4621,4622,4623,4624],{"code":580,"name":581,"orderId":583},{"code":585,"name":586,"orderId":588},{"code":645,"name":646,"orderId":648},{"code":650,"name":651,"orderId":653},[4626],{"code":3927,"name":3928,"orderId":957},{"id":957,"docNumber":2556,"releaseDate":4628,"specificationName":4629,"owner":2554,"logo":4607,"link":49,"summaryText":4630,"location":4631,"locationScope":4635,"methods":4636,"crossings":4642,"industries":4647},"March 2019","TECHNICAL SPECIFICATION – COATED STEEL LINE PIPE","\u003Cdiv class=\"ewa-rteLine\">This technical specification shall be applied in conjunction with ENS TS050 Technical Specification Standard Requirements.\u003C/div>\n\u003Cdiv class=\"ewa-rteLine\">This Specification details the minimum requirements for the manufacture, testing and inspection of ERW coated steel line pipe to used within the ATCO Gas Australia Gas Distribution System.\u003C/div>\n",{"region":4632,"country":4633,"state":4634,"city":16},{"code":3903,"name":3904,"orderId":2932},{"code":3906,"regionCode":3903,"name":595,"orderId":3907},{"code":3967,"countryCode":3906,"name":712,"orderId":3474},{"type":1026,"code":3967,"name":712},[4637,4638,4639,4640,4641],{"code":675,"name":53,"orderId":676},{"code":609,"name":178,"orderId":611},{"code":3913,"name":206,"orderId":3914},{"code":1099,"name":377,"orderId":1101},{"code":1183,"name":284,"orderId":1184},[4643,4644,4645,4646],{"code":580,"name":581,"orderId":583},{"code":585,"name":586,"orderId":588},{"code":645,"name":646,"orderId":648},{"code":650,"name":651,"orderId":653},[4648],{"code":3927,"name":3928,"orderId":957},{"id":576,"docNumber":4650,"releaseDate":4651,"specificationName":4652,"owner":1247,"logo":4194,"link":4653,"summaryText":4654,"location":4655,"locationScope":4659,"methods":4660,"crossings":4666,"industries":4668},"DTMR STD Min Geotech Reqs","October 2024","Geotechnical Design Standard - Minimum Requirements","https://www.tmr.qld.gov.au/business-industry/Technical-standards-publications/Geotechnical-Design-Standard","\u003Cp>The Geotechnical Design Standard – Minimum Requirements outlines the geotechnical requirements that must be met during the design phase of all Department of Transport and Main Roads (DTMR) projects. The standard specifically defines expectations for assessing settlement conditions beneath DTMR assets, aligning with trenchless settlement analysis requirements.\u003C/p>\n",{"region":4656,"country":4657,"state":4658,"city":16},{"code":3903,"name":3904,"orderId":2932},{"code":3906,"regionCode":3903,"name":595,"orderId":3907},{"code":4201,"countryCode":3906,"name":755,"orderId":786},{"type":1026,"code":4201,"name":755},[4661,4662,4663,4664,4665],{"code":675,"name":53,"orderId":676},{"code":609,"name":178,"orderId":611},{"code":3913,"name":206,"orderId":3914},{"code":1099,"name":377,"orderId":1101},{"code":1183,"name":284,"orderId":1184},[4667],{"code":580,"name":581,"orderId":583},[4669,4670,4671,4672,4673],{"code":3948,"name":3949,"orderId":3950},{"code":3981,"name":3982,"orderId":922},{"code":3984,"name":3985,"orderId":2931},{"code":3927,"name":3928,"orderId":957},{"code":3953,"name":3954,"orderId":3955},{"id":1138,"docNumber":4675,"releaseDate":4676,"specificationName":4677,"owner":4678,"logo":4194,"link":4679,"summaryText":4680,"location":4681,"locationScope":4685,"methods":4686,"crossings":4692,"industries":4694},"DTMR TNM COP VOL 2","August 2023","Transport Noise Management Code of Practice: Volume 2- Construction Noise and Vibration","Department of Transport and Main Roads ","https://www.des.qld.gov.au/policies?a=272936:policy_registry/pr-cp-noise-and-vibration.pdf","\u003Cp>Transport Noise Management Code of Practice Volume 1 is primarily used to address operational road traffic noise, while Volume 2 (this Code) is primarily used to address transport infrastructure construction noise and vibration.\u003C/p>\n",{"region":4682,"country":4683,"state":4684,"city":16},{"code":3903,"name":3904,"orderId":2932},{"code":3906,"regionCode":3903,"name":595,"orderId":3907},{"code":4201,"countryCode":3906,"name":755,"orderId":786},{"type":1026,"code":4201,"name":755},[4687,4688,4689,4690,4691],{"code":675,"name":53,"orderId":676},{"code":609,"name":178,"orderId":611},{"code":3913,"name":206,"orderId":3914},{"code":1099,"name":377,"orderId":1101},{"code":1183,"name":284,"orderId":1184},[4693],{"code":580,"name":581,"orderId":583},[4695,4696,4697,4698,4699],{"code":3948,"name":3949,"orderId":3950},{"code":3981,"name":3982,"orderId":922},{"code":3984,"name":3985,"orderId":2931},{"code":3927,"name":3928,"orderId":957},{"code":3953,"name":3954,"orderId":3955},{"id":2932,"docNumber":4701,"releaseDate":4702,"specificationName":4703,"owner":4704,"logo":4705,"link":4706,"summaryText":4707,"location":4708,"locationScope":4711,"methods":4712,"crossings":4713,"industries":4718},"Energex WCS72","February 2025","Third Party Communications Cable Installations","Energex","https://fps.borely.com/wp-content/uploads/2025/08/energex-future-proof-solutions-logo.jpg","https://www.energex.com.au/__data/assets/pdf_file/0006/1240269/WCS72-Third-Party-Communications-Cable-Installations-6715011.pdf","\u003Cp>This Work Category Specification 72 (WCS 72) is a document outlining the service requirements for the assessing and management of Third-Party Communications Cables Installations on or within Ergon Energy and Energex Network Assets.\u003C/p>\n",{"region":4709,"country":4710,"state":16,"city":16},{"code":3903,"name":3904,"orderId":2932},{"code":3906,"regionCode":3903,"name":595,"orderId":3907},{"type":1030,"code":3906,"name":595},[],[4714,4715,4716,4717],{"code":580,"name":581,"orderId":583},{"code":585,"name":586,"orderId":588},{"code":645,"name":646,"orderId":648},{"code":650,"name":651,"orderId":653},[4719],{"code":3948,"name":3949,"orderId":3950},{"id":3907,"docNumber":4721,"releaseDate":4722,"specificationName":672,"owner":4723,"logo":4724,"link":49,"summaryText":4725,"location":4726,"locationScope":4730,"methods":4731,"crossings":4733,"industries":4738},"Ergon Energy RSC09","June 2010","Ergon Energy Corporation Limited","https://fps.borely.com/wp-content/uploads/2025/08/ergon-energy-future-proof-solutions-logo.jpg","\u003Cp>This specification details Ergon Energy’s requirements for the supply of materials and installation of polyethylene ducting for underground cables by Horizontal Directional Drilling where such is required beneath obstructions, or for locations where necessary access for open excavation is not accessible or allowed.\u003C/p>\n",{"region":4727,"country":4728,"state":4729,"city":16},{"code":3903,"name":3904,"orderId":2932},{"code":3906,"regionCode":3903,"name":595,"orderId":3907},{"code":4201,"countryCode":3906,"name":755,"orderId":786},{"type":1026,"code":4201,"name":755},[4732],{"code":675,"name":53,"orderId":676},[4734,4735,4736,4737],{"code":580,"name":581,"orderId":583},{"code":585,"name":586,"orderId":588},{"code":645,"name":646,"orderId":648},{"code":650,"name":651,"orderId":653},[4739],{"code":3948,"name":3949,"orderId":3950},{"id":1311,"docNumber":4741,"releaseDate":4742,"specificationName":4743,"owner":4744,"logo":4745,"link":4746,"summaryText":4747,"location":4748,"locationScope":4752,"methods":4753,"crossings":4759,"industries":4764},"FNQROC SPEC S4","May 2023","Stormwater Drainage","Far North Queensland Regional Organisation of Councils","https://fps.borely.com/wp-content/uploads/2025/08/far-north-queensland-regional-organisation-of-councils-future-proof-solutions-logo-3.jpg","https://www.fnqroc.qld.gov.au/regional-programs/regional-development-manual","\u003Cp>The specification details are all the requirements pertaining to the construction of stormwater drainage works.\u003C/p>\n",{"region":4749,"country":4750,"state":4751,"city":16},{"code":3903,"name":3904,"orderId":2932},{"code":3906,"regionCode":3903,"name":595,"orderId":3907},{"code":4201,"countryCode":3906,"name":755,"orderId":786},{"type":1026,"code":4201,"name":755},[4754,4755,4756,4757,4758],{"code":675,"name":53,"orderId":676},{"code":609,"name":178,"orderId":611},{"code":3913,"name":206,"orderId":3914},{"code":1099,"name":377,"orderId":1101},{"code":1183,"name":284,"orderId":1184},[4760,4761,4762,4763],{"code":580,"name":581,"orderId":583},{"code":585,"name":586,"orderId":588},{"code":645,"name":646,"orderId":648},{"code":650,"name":651,"orderId":653},[4765,4766],{"code":3981,"name":3982,"orderId":922},{"code":3984,"name":3985,"orderId":2931},{"id":786,"docNumber":4768,"releaseDate":4742,"specificationName":4769,"owner":4744,"logo":4745,"link":4746,"summaryText":4770,"location":4771,"locationScope":4775,"methods":4776,"crossings":4782,"industries":4787},"FNQROC SPEC S5","Water Reticulation","\u003Cp>This specification details all matters pertaining to the minimum requirements for Water Supply Reticulation Construction.\u003C/p>\n",{"region":4772,"country":4773,"state":4774,"city":16},{"code":3903,"name":3904,"orderId":2932},{"code":3906,"regionCode":3903,"name":595,"orderId":3907},{"code":4201,"countryCode":3906,"name":755,"orderId":786},{"type":1026,"code":4201,"name":755},[4777,4778,4779,4780,4781],{"code":675,"name":53,"orderId":676},{"code":609,"name":178,"orderId":611},{"code":3913,"name":206,"orderId":3914},{"code":1099,"name":377,"orderId":1101},{"code":1183,"name":284,"orderId":1184},[4783,4784,4785,4786],{"code":580,"name":581,"orderId":583},{"code":585,"name":586,"orderId":588},{"code":645,"name":646,"orderId":648},{"code":650,"name":651,"orderId":653},[4788],{"code":3981,"name":3982,"orderId":922},{"id":4175,"docNumber":4790,"releaseDate":4742,"specificationName":4791,"owner":4744,"logo":4745,"link":4746,"summaryText":4792,"location":4793,"locationScope":4797,"methods":4798,"crossings":4804,"industries":4809},"FNQROC SPEC S6","Sewerage Reticulation","\u003Cp>This specification details all matters pertaining to the minimum requirements for Sewerage Reticulation Construction.\u003C/p>\n",{"region":4794,"country":4795,"state":4796,"city":16},{"code":3903,"name":3904,"orderId":2932},{"code":3906,"regionCode":3903,"name":595,"orderId":3907},{"code":4201,"countryCode":3906,"name":755,"orderId":786},{"type":1026,"code":4201,"name":755},[4799,4800,4801,4802,4803],{"code":675,"name":53,"orderId":676},{"code":609,"name":178,"orderId":611},{"code":3913,"name":206,"orderId":3914},{"code":1099,"name":377,"orderId":1101},{"code":1183,"name":284,"orderId":1184},[4805,4806,4807,4808],{"code":580,"name":581,"orderId":583},{"code":585,"name":586,"orderId":588},{"code":645,"name":646,"orderId":648},{"code":650,"name":651,"orderId":653},[4810],{"code":3984,"name":3985,"orderId":2931},{"id":3474,"docNumber":1644,"releaseDate":16,"specificationName":4812,"owner":1645,"logo":4813,"link":49,"summaryText":4814,"location":4815,"locationScope":4822,"methods":4823,"crossings":4826,"industries":4831},"Supplementary Trenchless Specification","https://fps.borely.com/wp-content/uploads/2025/08/city-of-gold-coast-future-proof-solutions-logo.jpg","\u003Cp>When designing a trenchless pipeline installation for City of Gold Coast, the design, construction method, and supporting engineering must comply with City of Gold Coast’s specific trenchless specification.\u003C/p>\n\u003Cp>This detailed specification outlines the minimum requirements necessary to obtain approval for the construction of a trenchless pipeline section for City of Gold Coast.\u003C/p>\n",{"region":4816,"country":4817,"state":4818,"city":4819},{"code":3903,"name":3904,"orderId":2932},{"code":3906,"regionCode":3903,"name":595,"orderId":3907},{"code":4201,"countryCode":3906,"name":755,"orderId":786},{"code":4820,"stateCode":4201,"name":758,"orderId":4821},"dGVybToxODE=",181,{"type":4051,"code":4820,"name":758},[4824,4825],{"code":675,"name":53,"orderId":676},{"code":1099,"name":377,"orderId":1101},[4827,4828,4829,4830],{"code":580,"name":581,"orderId":583},{"code":585,"name":586,"orderId":588},{"code":645,"name":646,"orderId":648},{"code":650,"name":651,"orderId":653},[4832,4833,4834,4835,4836],{"code":3948,"name":3949,"orderId":3950},{"code":3981,"name":3982,"orderId":922},{"code":3984,"name":3985,"orderId":2931},{"code":3927,"name":3928,"orderId":957},{"code":3953,"name":3954,"orderId":3955},{"id":4339,"docNumber":4838,"releaseDate":4839,"specificationName":4840,"owner":4841,"logo":4842,"link":4843,"summaryText":4844,"location":4845,"locationScope":4851,"methods":4852,"crossings":4857,"industries":4862},"GWM Water CMS/2753","December 2023","Design and Construction Standards Manual","GWM Water","https://fps.borely.com/wp-content/uploads/2025/08/gwm-water-future-proof-solutions-logo.jpg","https://gwmwater.org.au/component/edocman/41-general/3495-gwmwater-design-construction-standards-manual","\u003Cp>When designing and constructing water or wastewater infrastructure for Grampians Wimmera Mallee Water Corporation (GWMWater), the design, construction method, and supporting engineering must comply with GWMWater’s adopted Water Services Association of Australia (WSAA) Codes and Product and Material Information Guides.\u003C/p>\n\u003Cp>While GWMWater’s Design and Construction Standards Manual applies more broadly than trenchless works, certain trenchless-specific design conditions must also be addressed where applicable.\u003C/p>\n",{"region":4846,"country":4847,"state":4848,"city":16},{"code":3903,"name":3904,"orderId":2932},{"code":3906,"regionCode":3903,"name":595,"orderId":3907},{"code":4849,"countryCode":3906,"name":970,"orderId":4850},"dGVybToxODI=",182,{"type":1026,"code":4849,"name":970},[4853,4854,4855,4856],{"code":675,"name":53,"orderId":676},{"code":609,"name":178,"orderId":611},{"code":3913,"name":206,"orderId":3914},{"code":1099,"name":377,"orderId":1101},[4858,4859,4860,4861],{"code":580,"name":581,"orderId":583},{"code":585,"name":586,"orderId":588},{"code":645,"name":646,"orderId":648},{"code":650,"name":651,"orderId":653},[4863,4864],{"code":3981,"name":3982,"orderId":922},{"code":3984,"name":3985,"orderId":2931},{"id":1611,"docNumber":4866,"releaseDate":4867,"specificationName":4868,"owner":4869,"logo":4870,"link":4871,"summaryText":4872,"location":4873,"locationScope":4877,"methods":4878,"crossings":4883,"industries":4888},"MRC SEC 02445","June 2025","Horizontal Directional Drilling, Thrust/Auger Boring and Pipe Jacking","Mackay Regional Council","https://fps.borely.com/wp-content/uploads/2025/08/mackay-regional-council-future-proof-solutions-logo-2.webp","https://www.mackay.qld.gov.au/__data/assets/pdf_file/0019/262540/4878_HDD,_Auger_Boring,_and_Pipe_Jacking.pdf","\u003Cp>When designing a trenchless pipeline installation for Mackay Regional Council, the design, construction method, and supporting engineering must comply with Mackay Regional Council’s specific trenchless specification.\u003C/p>\n\u003Cp>This detailed specification outlines the minimum requirements necessary to obtain approval for the construction of a trenchless pipeline section for Mackay Regional Council.\u003C/p>\n",{"region":4874,"country":4875,"state":4876,"city":16},{"code":3903,"name":3904,"orderId":2932},{"code":3906,"regionCode":3903,"name":595,"orderId":3907},{"code":4201,"countryCode":3906,"name":755,"orderId":786},{"type":1026,"code":4201,"name":755},[4879,4880,4881,4882],{"code":675,"name":53,"orderId":676},{"code":609,"name":178,"orderId":611},{"code":3913,"name":206,"orderId":3914},{"code":1099,"name":377,"orderId":1101},[4884,4885,4886,4887],{"code":580,"name":581,"orderId":583},{"code":585,"name":586,"orderId":588},{"code":645,"name":646,"orderId":648},{"code":650,"name":651,"orderId":653},[4889,4890,4891,4892,4893],{"code":3948,"name":3949,"orderId":3950},{"code":3981,"name":3982,"orderId":922},{"code":3984,"name":3985,"orderId":2931},{"code":3927,"name":3928,"orderId":957},{"code":3953,"name":3954,"orderId":3955},{"id":4043,"docNumber":4895,"releaseDate":4896,"specificationName":4897,"owner":4898,"logo":4899,"link":4900,"summaryText":4901,"location":4902,"locationScope":4906,"methods":4907,"crossings":4913,"industries":4917},"MRWA D18#144610","December 2018","Installation & Maintenance of Underground Services within Road Reserves","Main Roads Western Australia","https://fps.borely.com/wp-content/uploads/2025/08/main-roads-western-australia-future-proof-solutions-logo.jpg","https://www.mainroads.wa.gov.au/4a2083/globalassets/technical-commercial/working-on-roads/installation-of-underground-services-within-road-reserves.docx","\u003Cp>When completing trenchless pipe installations beneath existing Main Roads Western Australia road assets, there is no specific publicly available standard or specification. However, the design and supporting engineering should comply with best industry practice while referencing the available Optional Manual, which contains background information to aid designers and contractors in preparing designs to meet the execution requirements for the installation of underground services within the Main Roads WA reserves.\u003C/p>\n",{"region":4903,"country":4904,"state":4905,"city":16},{"code":3903,"name":3904,"orderId":2932},{"code":3906,"regionCode":3903,"name":595,"orderId":3907},{"code":3967,"countryCode":3906,"name":712,"orderId":3474},{"type":1026,"code":3967,"name":712},[4908,4909,4910,4911,4912],{"code":675,"name":53,"orderId":676},{"code":609,"name":178,"orderId":611},{"code":3913,"name":206,"orderId":3914},{"code":1099,"name":377,"orderId":1101},{"code":1183,"name":284,"orderId":1184},[4914,4915,4916],{"code":580,"name":581,"orderId":583},{"code":645,"name":646,"orderId":648},{"code":650,"name":651,"orderId":653},[4918,4919,4920,4921,4922],{"code":3948,"name":3949,"orderId":3950},{"code":3981,"name":3982,"orderId":922},{"code":3984,"name":3985,"orderId":2931},{"code":3927,"name":3928,"orderId":957},{"code":3953,"name":3954,"orderId":3955},{"id":787,"docNumber":4924,"releaseDate":4925,"specificationName":4926,"owner":4927,"logo":4928,"link":4929,"summaryText":4930,"location":4931,"locationScope":4935,"methods":4936,"crossings":4942,"industries":4947},"EG Water DOC/21/8341","February 2021","Standard Technical Specification Water Main Construction","East Gippsland Water","https://fps.borely.com/wp-content/uploads/2025/08/east-gippsland-water-future-proof-solutions-logo.jpg","https://www.egwater.vic.gov.au/wp-content/uploads/2022/10/2022-Standard-Technical-Specification-for-Water-Main-Construction.pdf","\u003Cp>The specifcation outlines the technical requirements for the construction of water mains as defined by East Gippsland Water. It provides detailed specifications for materials, installation practices, testing, and commissioning procedures to ensure consistent quality and compliance with local utility standards.\u003C/p>\n\u003Cp>While East Gippsland Water’s Standard Technical Specification for Water Main Construction applies more broadly than trenchless works, certain trenchless-specific design conditions must also be addressed where applicable.\u003C/p>\n",{"region":4932,"country":4933,"state":4934,"city":16},{"code":3903,"name":3904,"orderId":2932},{"code":3906,"regionCode":3903,"name":595,"orderId":3907},{"code":4849,"countryCode":3906,"name":970,"orderId":4850},{"type":1026,"code":4849,"name":970},[4937,4938,4939,4940,4941],{"code":675,"name":53,"orderId":676},{"code":609,"name":178,"orderId":611},{"code":3913,"name":206,"orderId":3914},{"code":1099,"name":377,"orderId":1101},{"code":1183,"name":284,"orderId":1184},[4943,4944,4945,4946],{"code":580,"name":581,"orderId":583},{"code":585,"name":586,"orderId":588},{"code":645,"name":646,"orderId":648},{"code":650,"name":651,"orderId":653},[4948],{"code":3981,"name":3982,"orderId":922},{"id":4950,"docNumber":4951,"releaseDate":4952,"specificationName":4953,"owner":4954,"logo":4955,"link":4956,"summaryText":4957,"location":4958,"locationScope":4965,"methods":4966,"crossings":4968,"industries":4971},43,"WSSC SEC 02446","July 2011","STANDARD SPECIFICATIONS SECTION 02446 HORIZONTAL DIRECTIONAL DRILLING","WSSC Water","https://fps.borely.com/wp-content/uploads/2025/08/wssc-water-future-proof-solutions-logo.jpg","https://www.wsscwater.com/sites/default/files/sites/wssc/files/PDFs%206/02446%20Horiz%20Directional%20Drilling%20SEP%202011_35623.pdf","\u003Cp>This standard specification outlines the design, equipment, installation, and testing requirements for trenchless installation of HDPE pressure sewer pipe via horizontal directional drilling. It includes detailed provisions for quality assurance, site conditions, drilling fluids, locator systems, and fusion methods for ensuring compliance and minimising construction risks.\u003C/p>\n",{"region":4959,"country":4960,"state":4961,"city":16},{"code":4364,"name":4365,"orderId":1713},{"code":4367,"regionCode":4364,"name":4368,"orderId":3306},{"code":4962,"countryCode":4367,"name":4963,"orderId":4964},"dGVybToxODM=","Maryland",183,{"type":1026,"code":4962,"name":4963},[4967],{"code":675,"name":53,"orderId":676},[4969,4970],{"code":645,"name":646,"orderId":648},{"code":650,"name":651,"orderId":653},[4972,4973],{"code":3981,"name":3982,"orderId":922},{"code":3984,"name":3985,"orderId":2931},{"id":1713,"docNumber":4975,"releaseDate":4976,"specificationName":4977,"owner":4954,"logo":4955,"link":4978,"summaryText":4979,"location":4980,"locationScope":4984,"methods":4985,"crossings":4989,"industries":4993},"WSSC SEC 02445","July 2015","STANDARD SPECIFICATIONS  SECTION 02445 Boring and Jacking","https://www.wsscwater.com/sites/default/files/sites/wssc/files/Engg_and_Cons/specs/specs_sep_2013/02445%20Boring-Jacking%20SEP%202015.pdf","\u003Cp>This standard specification defines the materials, design requirements, and execution procedures for the installation of casing pipes using boring and jacking methods. It outlines submittals, pit construction, equipment, alignment controls, field tolerances, and pipe support systems including casing spacers and grout fills. The specification is tailored for urban utility crossings including highway and rail scenarios.\u003C/p>\n",{"region":4981,"country":4982,"state":4983,"city":16},{"code":4364,"name":4365,"orderId":1713},{"code":4367,"regionCode":4364,"name":4368,"orderId":3306},{"code":4962,"countryCode":4367,"name":4963,"orderId":4964},{"type":1026,"code":4962,"name":4963},[4986,4987,4988],{"code":609,"name":178,"orderId":611},{"code":3913,"name":206,"orderId":3914},{"code":1183,"name":284,"orderId":1184},[4990,4991,4992],{"code":580,"name":581,"orderId":583},{"code":585,"name":586,"orderId":588},{"code":650,"name":651,"orderId":653},[4994,4995],{"code":3981,"name":3982,"orderId":922},{"code":3984,"name":3985,"orderId":2931},{"id":3306,"docNumber":4997,"releaseDate":4998,"specificationName":4999,"owner":4954,"logo":4955,"link":5000,"summaryText":5001,"location":5002,"locationScope":5006,"methods":5007,"crossings":5009,"industries":5013},"WSSC SEC 02441","July 2013","STANDARD SPECIFICATIONS  SECTION 02441 Microtunneling","https://www.wsscwater.com/sites/default/files/sites/wssc/files/PDFs%206/02441%20Microtunneling%202013_54812.pdf","\u003Cp>This standard specification outlines detailed requirements for trenchless installation of casing pipes using microtunnelling methods. It covers contractor qualifications, submittals, MTBM systems, jacking pit design, alignment tolerances, and material requirements. Emphasis is placed on pre-construction planning, precise execution, monitoring for settlement, and safe operation beneath critical infrastructure.\u003C/p>\n",{"region":5003,"country":5004,"state":5005,"city":16},{"code":4364,"name":4365,"orderId":1713},{"code":4367,"regionCode":4364,"name":4368,"orderId":3306},{"code":4962,"countryCode":4367,"name":4963,"orderId":4964},{"type":1026,"code":4962,"name":4963},[5008],{"code":1099,"name":377,"orderId":1101},[5010,5011,5012],{"code":580,"name":581,"orderId":583},{"code":585,"name":586,"orderId":588},{"code":650,"name":651,"orderId":653},[5014,5015],{"code":3981,"name":3982,"orderId":922},{"code":3984,"name":3985,"orderId":2931},{"id":3955,"docNumber":5017,"releaseDate":5018,"specificationName":5019,"owner":5020,"logo":5021,"link":5022,"summaryText":5023,"location":5024,"locationScope":5028,"methods":5029,"crossings":5035,"industries":5038},"VicRoads SEC 706","December 2014 ","INSTALLATION OR REPLACEMENT OF UTILITY INFRASTRUCTURE WITHIN ROAD RESERVES","Department of Transport Vic Roads","https://fps.borely.com/wp-content/uploads/2025/08/department-of-transport-vic-roads-future-proof-solutions-logo-2.jpg","https://webapps.vicroads.vic.gov.au/VRNE/csdspeci.nsf/webscdocs/46D2A14F272EC6B7CA2589550002D1B7?OpenDocument","\u003Cp>This section of the Contract Documents issued by the Department of Transport Victoria details the minimum requirements for the installation or replacement of utility infrastructure within the road reserve of an arterial road or freeway. It mandates adherence to minimum offsets, integrity assessments of the proposed pipe material, and compliance with maximum and minimum depths of cover based on the intended service.\u003C/p>\n",{"region":5025,"country":5026,"state":5027,"city":16},{"code":3903,"name":3904,"orderId":2932},{"code":3906,"regionCode":3903,"name":595,"orderId":3907},{"code":4849,"countryCode":3906,"name":970,"orderId":4850},{"type":1026,"code":4849,"name":970},[5030,5031,5032,5033,5034],{"code":675,"name":53,"orderId":676},{"code":609,"name":178,"orderId":611},{"code":3913,"name":206,"orderId":3914},{"code":1099,"name":377,"orderId":1101},{"code":1183,"name":284,"orderId":1184},[5036,5037],{"code":580,"name":581,"orderId":583},{"code":650,"name":651,"orderId":653},[5039,5040,5041,5042,5043],{"code":3948,"name":3949,"orderId":3950},{"code":3981,"name":3982,"orderId":922},{"code":3984,"name":3985,"orderId":2931},{"code":3927,"name":3928,"orderId":957},{"code":3953,"name":3954,"orderId":3955},{"id":4049,"docNumber":2604,"releaseDate":5045,"specificationName":5046,"owner":2605,"logo":5047,"link":5048,"summaryText":5049,"location":5050,"locationScope":5054,"methods":5055,"crossings":5061,"industries":5064},"November 2017 ","Design Requirements & Guidelines","https://fps.borely.com/wp-content/uploads/2025/08/victrack-future-proof-solutions-logo.jpg","https://www.victrack.com.au/-/media/victrack/documents/utilities/install-utilities-and-services_design-requirements.pdf","\u003Cp>The Design Requirements & Guidelines by VicTrack outline the typical design requirements for any construction project involving the installation or maintenance of a utility or service that interacts with VicTrack land. These guidelines only form part of the design requirements for trenchless design and engineering works, specifically in relation to design drawing requirements and geotechnical investigation works.\u003C/p>\n",{"region":5051,"country":5052,"state":5053,"city":16},{"code":3903,"name":3904,"orderId":2932},{"code":3906,"regionCode":3903,"name":595,"orderId":3907},{"code":4849,"countryCode":3906,"name":970,"orderId":4850},{"type":1026,"code":4849,"name":970},[5056,5057,5058,5059,5060],{"code":675,"name":53,"orderId":676},{"code":609,"name":178,"orderId":611},{"code":3913,"name":206,"orderId":3914},{"code":1099,"name":377,"orderId":1101},{"code":1183,"name":284,"orderId":1184},[5062,5063],{"code":585,"name":586,"orderId":588},{"code":650,"name":651,"orderId":653},[5065,5066,5067,5068,5069],{"code":3948,"name":3949,"orderId":3950},{"code":3981,"name":3982,"orderId":922},{"code":3984,"name":3985,"orderId":2931},{"code":3927,"name":3928,"orderId":957},{"code":3953,"name":3954,"orderId":3955},{"id":1119,"docNumber":1697,"releaseDate":5071,"specificationName":5072,"owner":1698,"logo":5073,"link":49,"summaryText":5074,"location":5075,"locationScope":5078,"methods":5079,"crossings":5085,"industries":5090},"June 2024","Conduit Installation","https://fps.borely.com/wp-content/uploads/2025/08/telstra-future-proof-solutions-logo.jpg","\u003Cp>010260W01 Conduit Installation outlines the procedures and requirements for installing conduits in the Telstra InfraCo underground network, with a focus on safety, materials, installation techniques, and data submission for as-built records. It serves as a comprehensive guide for constructors, detailing processes for conduit installation, repair, cable hauling, and the maintenance of proper documentation for Telstra’s infrastructure.\u003C/p>\n",{"region":5076,"country":5077,"state":16,"city":16},{"code":3903,"name":3904,"orderId":2932},{"code":3906,"regionCode":3903,"name":595,"orderId":3907},{"type":1030,"code":3906,"name":595},[5080,5081,5082,5083,5084],{"code":675,"name":53,"orderId":676},{"code":609,"name":178,"orderId":611},{"code":3913,"name":206,"orderId":3914},{"code":1099,"name":377,"orderId":1101},{"code":1183,"name":284,"orderId":1184},[5086,5087,5088,5089],{"code":580,"name":581,"orderId":583},{"code":585,"name":586,"orderId":588},{"code":645,"name":646,"orderId":648},{"code":650,"name":651,"orderId":653},[5091],{"code":3953,"name":3954,"orderId":3955},{"id":1123,"docNumber":5093,"releaseDate":5094,"specificationName":5095,"owner":5096,"logo":5097,"link":5098,"summaryText":5099,"location":5100,"locationScope":5104,"methods":5105,"crossings":5111,"industries":5116},"EE MDI 0028","May 2018","Installation of conduits using trenchless techniques","Endeavour Energy","https://fps.borely.com/wp-content/uploads/2025/08/endeavour-energy-future-proof-solutions-logo.jpg","https://majorprojects.planningportal.nsw.gov.au/prweb/PRRestService/mp/01/getContent?AttachRef=SUB-6849%2120191210T012419.160%20GMT","\u003Cp>ETS 0081 sets out the essential requirements for the installation of conduits using trenchless techniques within the Endeavour Energy network. It highlights the importance of thorough planning, accurate site assessments, and selecting trenchless methods appropriate to specific project conditions.\u003C/p>\n\u003Cp>The standard requires compliance with minimum offsets from existing utilities and assets, assessment of the integrity of the proposed conduit materials, and adherence to maximum and minimum depths of cover based on the intended service and installation environment.\u003C/p>\n",{"region":5101,"country":5102,"state":5103,"city":16},{"code":3903,"name":3904,"orderId":2932},{"code":3906,"regionCode":3903,"name":595,"orderId":3907},{"code":4121,"countryCode":3906,"name":1068,"orderId":1311},{"type":1026,"code":4121,"name":1068},[5106,5107,5108,5109,5110],{"code":675,"name":53,"orderId":676},{"code":609,"name":178,"orderId":611},{"code":3913,"name":206,"orderId":3914},{"code":1099,"name":377,"orderId":1101},{"code":1183,"name":284,"orderId":1184},[5112,5113,5114,5115],{"code":580,"name":581,"orderId":583},{"code":585,"name":586,"orderId":588},{"code":645,"name":646,"orderId":648},{"code":650,"name":651,"orderId":653},[5117],{"code":3948,"name":3949,"orderId":3950},{"id":622,"docNumber":5119,"releaseDate":5120,"specificationName":5121,"owner":5122,"logo":5123,"link":5124,"summaryText":5125,"location":5126,"locationScope":5133,"methods":5134,"crossings":5139,"industries":5144},"CGCK SEC TT-1","November 2019","APPENDIX A – Standard Specifications – 2019 Trenchless Technologies","City of Garden City, Kansas","https://fps.borely.com/wp-content/uploads/2025/08/city-of-garden-kansas-future-proof-solutions-logo.jpg","https://www.garden-city.org/DocumentCenter/View/378/Appendix-A---TT-1-Trenchless-Technologies-Specifications-2019-Update-PDF","\u003Cp>The specifcation outlines the technical requirements for the construction of water and sewer mains as defined by Garden City. It provides detailed specifications for materials, installation practices, testing, and commissioning procedures to ensure consistent quality and compliance with local utility standards.\u003C/p>\n",{"region":5127,"country":5128,"state":5129,"city":16},{"code":4364,"name":4365,"orderId":1713},{"code":4367,"regionCode":4364,"name":4368,"orderId":3306},{"code":5130,"countryCode":4367,"name":5131,"orderId":5132},"dGVybToxOTc=","Kansas",197,{"type":1026,"code":5130,"name":5131},[5135,5136,5137,5138],{"code":675,"name":53,"orderId":676},{"code":609,"name":178,"orderId":611},{"code":3913,"name":206,"orderId":3914},{"code":1099,"name":377,"orderId":1101},[5140,5141,5142,5143],{"code":580,"name":581,"orderId":583},{"code":585,"name":586,"orderId":588},{"code":645,"name":646,"orderId":648},{"code":650,"name":651,"orderId":653},[5145,5146],{"code":3981,"name":3982,"orderId":922},{"code":3984,"name":3985,"orderId":2931},{"id":5148,"docNumber":5149,"releaseDate":5150,"specificationName":5151,"owner":5152,"logo":5153,"link":5154,"summaryText":5155,"location":5156,"locationScope":5163,"methods":5164,"crossings":5170,"industries":5175},51,"Caltrans GUI TTP","August 2018","Guidelines & Specifications for Trenchless Technology Project","Caltrans: California Department of Transportation","https://fps.borely.com/wp-content/uploads/2025/08/caltrans-california-department-of-transportation-future-proof-solutions-logo.jpg","https://dot.ca.gov/-/media/dot-media/programs/traffic-operations/documents/trenchless-booklet-a11y.pdf","\u003Cp>The California Department of Transportation’s Guidelines & Specifications for Trenchless Technology outlines the minimum requirements for assessing design suitability, method selection, and specified pipe materials for trenchless installations.\u003C/p>\n\u003Cp>The specification defines the minimum design criteria, long-term integrity assessments, method documentation, and engineering requirements for trenchless pipelines, which must be submitted by the contractor to the department for assessment and construction approval.\u003C/p>\n",{"region":5157,"country":5158,"state":5159,"city":16},{"code":4364,"name":4365,"orderId":1713},{"code":4367,"regionCode":4364,"name":4368,"orderId":3306},{"code":5160,"countryCode":4367,"name":5161,"orderId":5162},"dGVybToxOTg=","California",198,{"type":1026,"code":5160,"name":5161},[5165,5166,5167,5168,5169],{"code":675,"name":53,"orderId":676},{"code":609,"name":178,"orderId":611},{"code":3913,"name":206,"orderId":3914},{"code":1099,"name":377,"orderId":1101},{"code":1183,"name":284,"orderId":1184},[5171,5172,5173,5174],{"code":580,"name":581,"orderId":583},{"code":585,"name":586,"orderId":588},{"code":645,"name":646,"orderId":648},{"code":650,"name":651,"orderId":653},[5176,5177,5178,5179,5180],{"code":3948,"name":3949,"orderId":3950},{"code":3981,"name":3982,"orderId":922},{"code":3984,"name":3985,"orderId":2931},{"code":3927,"name":3928,"orderId":957},{"code":3953,"name":3954,"orderId":3955},{"id":5182,"docNumber":5183,"releaseDate":5184,"specificationName":5185,"owner":5186,"logo":5187,"link":5188,"summaryText":4957,"location":5189,"locationScope":5196,"methods":5197,"crossings":5199,"industries":5204},52,"COL SEC 33 05 24","December 2007","Utility Horizontal Directional Drilling","City of Lancaster, SC","https://fps.borely.com/wp-content/uploads/2025/08/city-of-lancaster-sc-future-proof-solutions-logo.jpg","https://www.lancastercitysc.com/DocumentCenter/View/163/33-05-24-Utility-Horizontal-Directional-Drilling-SC-PDF",{"region":5190,"country":5191,"state":5192,"city":16},{"code":4364,"name":4365,"orderId":1713},{"code":4367,"regionCode":4364,"name":4368,"orderId":3306},{"code":5193,"countryCode":4367,"name":5194,"orderId":5195},"dGVybToxOTk=","South Carolina",199,{"type":1026,"code":5193,"name":5194},[5198],{"code":675,"name":53,"orderId":676},[5200,5201,5202,5203],{"code":580,"name":581,"orderId":583},{"code":585,"name":586,"orderId":588},{"code":645,"name":646,"orderId":648},{"code":650,"name":651,"orderId":653},[5205,5206,5207,5208,5209],{"code":3948,"name":3949,"orderId":3950},{"code":3981,"name":3982,"orderId":922},{"code":3984,"name":3985,"orderId":2931},{"code":3927,"name":3928,"orderId":957},{"code":3953,"name":3954,"orderId":3955},{"id":626,"docNumber":5211,"releaseDate":5212,"specificationName":5213,"owner":5214,"logo":5215,"link":5216,"summaryText":5217,"location":5218,"locationScope":5225,"methods":5226,"crossings":5231,"industries":5236},"WW SPEC STD_0002","December 2021","Regional Specification for Water Services","Wellington Water","https://fps.borely.com/wp-content/uploads/2025/08/wellington-water-future-proof-solutions-logo.jpg","https://www.wellingtonwater.co.nz/assets/Reports-and-Publications/Regional-Specification-R.Spec.pdf","\u003Cp>The trenchless sections of the Regional Specification for Water Services outline the minimum requirements for assessing design suitability, method selection, and specified pipe materials for trenchless installations.\u003C/p>\n\u003Cp>The specification defines the minimum design criteria, long-term integrity assessment, method documentation, and engineering requirements for trenchless pipelines delivered by a contractor to Wellington Water for assessment and construction approval.\u003C/p>\n",{"region":5219,"country":5220,"state":5221,"city":16},{"code":3903,"name":3904,"orderId":2932},{"code":4042,"regionCode":3903,"name":659,"orderId":4043},{"code":5222,"countryCode":4042,"name":5223,"orderId":5224},"dGVybToyMDA=","Wellington",200,{"type":1026,"code":5222,"name":5223},[5227,5228,5229,5230],{"code":675,"name":53,"orderId":676},{"code":609,"name":178,"orderId":611},{"code":3913,"name":206,"orderId":3914},{"code":1099,"name":377,"orderId":1101},[5232,5233,5234,5235],{"code":580,"name":581,"orderId":583},{"code":585,"name":586,"orderId":588},{"code":645,"name":646,"orderId":648},{"code":650,"name":651,"orderId":653},[5237,5238],{"code":3981,"name":3982,"orderId":922},{"code":3984,"name":3985,"orderId":2931},{"id":1405,"docNumber":5240,"releaseDate":5184,"specificationName":5241,"owner":5186,"logo":5187,"link":5242,"summaryText":4979,"location":5243,"locationScope":5247,"methods":5248,"crossings":5252,"industries":5257},"COL SEC 33 05 23","Trenchless Utility Installation","https://www.lancastercitysc.com/DocumentCenter/View/162/33-05-23-Trenchless-Utility-Installation-Jacking-SC-PDF",{"region":5244,"country":5245,"state":5246,"city":16},{"code":4364,"name":4365,"orderId":1713},{"code":4367,"regionCode":4364,"name":4368,"orderId":3306},{"code":5193,"countryCode":4367,"name":5194,"orderId":5195},{"type":1026,"code":5193,"name":5194},[5249,5250,5251],{"code":609,"name":178,"orderId":611},{"code":3913,"name":206,"orderId":3914},{"code":1099,"name":377,"orderId":1101},[5253,5254,5255,5256],{"code":580,"name":581,"orderId":583},{"code":585,"name":586,"orderId":588},{"code":645,"name":646,"orderId":648},{"code":650,"name":651,"orderId":653},[5258,5259,5260,5261,5262],{"code":3948,"name":3949,"orderId":3950},{"code":3981,"name":3982,"orderId":922},{"code":3984,"name":3985,"orderId":2931},{"code":3927,"name":3928,"orderId":957},{"code":3953,"name":3954,"orderId":3955},{"id":2699,"docNumber":5264,"releaseDate":5265,"specificationName":5266,"owner":5267,"logo":5268,"link":49,"summaryText":5269,"location":5270,"locationScope":5283,"methods":5284,"crossings":5289,"industries":5294},"Haya AM-ENG-SS-02-08","September 2016","Section 08 – Trenchless Pipeline Installation","Haya Water","https://fps.borely.com/wp-content/uploads/2025/08/haya-water-future-proof-solutions-logo.jpg","\u003Cp>The trenchless sections of the AM-ENG-SS-02-08 Section 08 – Trenchless Pipeline Installation outline the minimum requirements for assessing design suitability, method selection, and specified pipe materials for trenchless installations.\u003C/p>\n\u003Cp>The specification defines the minimum design criteria, long-term integrity assessment, method documentation, and engineering requirements for trenchless pipelines delivered by a contractor to Haya Water for assessment and construction approval.\u003C/p>\n",{"region":5271,"country":5275,"state":5279,"city":16},{"code":5272,"name":5273,"orderId":5274},"dGVybToyMDE=","Middle East",201,{"code":5276,"regionCode":5272,"name":5277,"orderId":5278},"dGVybToyMDI=","Oman",202,{"code":5280,"countryCode":5276,"name":5281,"orderId":5282},"dGVybToyMDM=","Muscat",203,{"type":1026,"code":5280,"name":5281},[5285,5286,5287,5288],{"code":675,"name":53,"orderId":676},{"code":609,"name":178,"orderId":611},{"code":3913,"name":206,"orderId":3914},{"code":1099,"name":377,"orderId":1101},[5290,5291,5292,5293],{"code":580,"name":581,"orderId":583},{"code":585,"name":586,"orderId":588},{"code":645,"name":646,"orderId":648},{"code":650,"name":651,"orderId":653},[5295,5296],{"code":3981,"name":3982,"orderId":922},{"code":3984,"name":3985,"orderId":2931},{"id":617,"docNumber":5298,"releaseDate":4192,"specificationName":5299,"owner":4678,"logo":4194,"link":5300,"summaryText":5301,"location":5302,"locationScope":5306,"methods":5307,"crossings":5312,"industries":5314},"DTMR MAN NTUMDM","Non-Transport Utility Management and Design Manual","https://www.tmr.qld.gov.au/_/media/busind/techstdpubs/road-planning-and-design/non-transport-utility-management-and-design/non-transport-utility-management-and-design-manual.pdf?extension=pdf&size=6277401&rev=603c48a642b5473aac950fd2e16cdab3&sc_lang=en&hash=314E3BAA314860A9FB89011D27F31608","\u003Cp>The manual details the technical standards and processes that must be complied with in the planning, design, construction, maintenance and disposal of infrastructure by Non-Transport Utilities operating within State-Controlled Road Corridors. The document expands on the construction and material requirements of MRTS Trenhless specifications.\u003C/p>\n",{"region":5303,"country":5304,"state":5305,"city":16},{"code":3903,"name":3904,"orderId":2932},{"code":3906,"regionCode":3903,"name":595,"orderId":3907},{"code":4201,"countryCode":3906,"name":755,"orderId":786},{"type":1026,"code":4201,"name":755},[5308,5309,5310,5311],{"code":675,"name":53,"orderId":676},{"code":609,"name":178,"orderId":611},{"code":3913,"name":206,"orderId":3914},{"code":1099,"name":377,"orderId":1101},[5313],{"code":580,"name":581,"orderId":583},[5315,5316,5317,5318,5319],{"code":3948,"name":3949,"orderId":3950},{"code":3981,"name":3982,"orderId":922},{"code":3984,"name":3985,"orderId":2931},{"code":3927,"name":3928,"orderId":957},{"code":3953,"name":3954,"orderId":3955},{"id":908,"docNumber":5321,"releaseDate":5322,"specificationName":5323,"owner":5324,"logo":5325,"link":5326,"summaryText":5327,"location":5328,"locationScope":5332,"methods":5333,"crossings":5337,"industries":5341},"DRW 4005-30005-15","February 2018","SA Water Standard Drawings - Water Supply Construction Manual (Trenchless 2018)","SA Water","https://fps.borely.com/wp-content/uploads/2025/09/sa-water-future-proof-solutions-logo.jpg","https://www.sawater.com.au/__data/assets/pdf_file/0010/146296/WSCM-Section-05-Main-Laying.pdf","\u003Cp>The trenchless sections of the 4005-30005 (15,16 & 17) – SA Water Standard Drawings – Water Supply Construction Manual outline the minimum requirements for assessing design suitability, method selection, and specified pipe materials for trenchless installations. Drawing 15 outlines general HDD arrangement and details for creek and road crossings.\u003C/p>\n\u003Cp>The specification defines the minimum design criteria, long-term integrity assessment, method documentation, and engineering requirements for trenchless pipelines delivered by a contractor to SA Water for assessment and construction approval.\u003C/p>\n",{"region":5329,"country":5330,"state":5331,"city":16},{"code":3903,"name":3904,"orderId":2932},{"code":3906,"regionCode":3903,"name":595,"orderId":3907},{"code":4173,"countryCode":3906,"name":4174,"orderId":4175},{"type":1026,"code":4173,"name":4174},[5334,5335,5336],{"code":675,"name":53,"orderId":676},{"code":609,"name":178,"orderId":611},{"code":1099,"name":377,"orderId":1101},[5338,5339,5340],{"code":580,"name":581,"orderId":583},{"code":645,"name":646,"orderId":648},{"code":650,"name":651,"orderId":653},[5342,5343],{"code":3981,"name":3982,"orderId":922},{"code":3984,"name":3985,"orderId":2931},{"id":5345,"docNumber":5346,"releaseDate":5322,"specificationName":5323,"owner":5324,"logo":5325,"link":5326,"summaryText":5347,"location":5348,"locationScope":5352,"methods":5353,"crossings":5357,"industries":5361},58,"DRW 4005-30005-16","\u003Cp>The trenchless sections of the 4005-30005 (15,16 & 17) – SA Water Standard Drawings – Water Supply Construction Manual outline the minimum requirements for assessing design suitability, method selection, and specified pipe materials for trenchless installations. Drawing 16 outlines general trenchless design and construction conditions.\u003C/p>\n\u003Cp>The specification defines the minimum design criteria, long-term integrity assessment, method documentation, and engineering requirements for trenchless pipelines delivered by a contractor to SA Water for assessment and construction approval.\u003C/p>\n",{"region":5349,"country":5350,"state":5351,"city":16},{"code":3903,"name":3904,"orderId":2932},{"code":3906,"regionCode":3903,"name":595,"orderId":3907},{"code":4173,"countryCode":3906,"name":4174,"orderId":4175},{"type":1026,"code":4173,"name":4174},[5354,5355,5356],{"code":675,"name":53,"orderId":676},{"code":609,"name":178,"orderId":611},{"code":1099,"name":377,"orderId":1101},[5358,5359,5360],{"code":580,"name":581,"orderId":583},{"code":645,"name":646,"orderId":648},{"code":650,"name":651,"orderId":653},[],{"id":1113,"docNumber":5363,"releaseDate":5322,"specificationName":5323,"owner":5324,"logo":5325,"link":5326,"summaryText":5364,"location":5365,"locationScope":5369,"methods":5370,"crossings":5374,"industries":5378},"DRW 4005-30005-17","\u003Cp>The trenchless sections of the 4005-30005 (15,16 & 17) – SA Water Standard Drawings – Water Supply Construction Manual outline the minimum requirements for assessing design suitability, method selection, and specified pipe materials for trenchless installations. Drawing 17 outlines general pipe and construction conditions.\u003C/p>\n\u003Cp>The specification defines the minimum design criteria, long-term integrity assessment, method documentation, and engineering requirements for trenchless pipelines delivered by a contractor to SA Water for assessment and construction approval.\u003C/p>\n",{"region":5366,"country":5367,"state":5368,"city":16},{"code":3903,"name":3904,"orderId":2932},{"code":3906,"regionCode":3903,"name":595,"orderId":3907},{"code":4173,"countryCode":3906,"name":4174,"orderId":4175},{"type":1026,"code":4173,"name":4174},[5371,5372,5373],{"code":675,"name":53,"orderId":676},{"code":609,"name":178,"orderId":611},{"code":1099,"name":377,"orderId":1101},[5375,5376,5377],{"code":580,"name":581,"orderId":583},{"code":645,"name":646,"orderId":648},{"code":650,"name":651,"orderId":653},[5379,5380],{"code":3981,"name":3982,"orderId":922},{"code":3984,"name":3985,"orderId":2931},1789095860307]