Cured-in-place pipe (CIPP) is the most cost-effective pipeline rehabilitation method for most municipal and residential pipelines, typically reducing total costs by 30\u201350% compared to open-cut replacement while delivering a 50+ year service life.<\/p>\n\n\n\n
However, pipe bursting becomes more cost-effective for collapsed or severely damaged pipelines. Slip lining offers the lowest cost for large-diameter gravity systems (over 30 inches) with excess capacity. This guide compares CIPP (80\u201380\u2013250 per linear foot), pipe bursting (100\u2013100\u2013400 per linear foot), and slip lining (50\u201350\u2013150 per linear foot) using real project data from 500+ municipal installations to help you match the right method to your specific pipe condition and budget.<\/p>\n\n\n\n
The most cost-effective pipeline rehabilitation method in most cases is CIPP, but pipe bursting and slip lining can be more cost-effective depending on pipe condition, diameter, and structural damage.<\/p>\n\n\n\n
Best method for most pipelines with minor damage:<\/strong> CIPP at 80\u201380\u2013250 per linear foot, 50+ year life.<\/p>\n\n\n\n Best method for collapsed or severely damaged pipes:<\/strong> Pipe bursting at 100\u2013100\u2013400 per linear foot, 75+ year life.<\/p>\n\n\n\n Lowest cost for large-diameter pipes (over 30 inches):<\/strong> Slip lining at 50\u201350\u2013150 per linear foot, but reduces internal diameter by 5\u201315%.<\/p>\n\n\n\n Pipeline rehabilitation is the process of repairing or renewing existing pipelines without full replacement, using trenchless methods such as CIPP, pipe bursting, and slip lining to reduce cost, time, and surface disruption. Unlike open-cut excavation, which requires digging up the entire pipe length, rehabilitation works through existing access points like manholes, saving 30\u201360% on total project costs.<\/p>\n\n\n\n CIPP is the most cost-effective method for pipes with minor damage<\/strong>, costing 80\u201380\u2013250 per linear foot and lasting 50+ years. The liner bonds to the host pipe interior, sealing cracks and resisting corrosion.<\/p>\n\n\n\n Pipe bursting is more cost-effective for collapsed pipes<\/strong>, costing 100\u2013100\u2013400 per linear foot with a 75+ year lifespan. The method fractures the old pipe outward while pulling new HDPE pipe into place.<\/p>\n\n\n\n Slip lining is the cheapest option for large-diameter pipes over 30 inches<\/strong>, costing 50\u201350\u2013150 per linear foot but reducing internal diameter by 5\u201315%. This method works best when the existing pipe has excess hydraulic capacity.<\/p>\n\n\n\n Based on aggregated data from 500+ municipal trenchless rehabilitation projects (2018\u20132025), aligned with NASSCO and ASTM F1216 standards:<\/p>\n\n\n\n Slip lining is the cheapest pipeline rehabilitation method, costing 50\u201350\u2013150 per linear foot, but only for large-diameter gravity pipes over 30 inches with excess capacity. For standard 6\u201324 inch sewer lines, CIPP at 80\u201380\u2013250 per linear foot provides the lowest total cost over 50 years.<\/p>\n\n\n\n Yes, CIPP costs 30\u201350% less than open-cut pipe replacement. A typical 500-foot residential sewer line costs 40,000\u201340,000\u201350,000 with CIPP versus 65,000\u201365,000\u201385,000 with full excavation and restoration, according to aggregated data from 500+ municipal trenchless projects (2018\u20132025).<\/p>\n\n\n\n Pipe bursting becomes more cost-effective when the existing pipe is collapsed, has severe joint offsets exceeding 2 inches, or requires diameter upsizing. In these scenarios, CIPP would require 30\u201330\u201380 per linear foot of pre-repair stabilization, making bursting the lower-cost option at 100\u2013100\u2013400 per linear foot.<\/p>\n\n\n\n CIPP provides 50+ years of service life for pipes with minor damage. Pipe bursting delivers 75+ years because HDPE pipe has no joints. Slip lining achieves 50+ years depending on grout integrity. Open-cut matches the new pipe’s design life at 75\u2013100 years for PVC or ductile iron.<\/p>\n\n\n\n Trenchless methods cost 30\u201360% less than open-cut replacement when factoring in surface restoration, traffic control, and business disruption. For a typical municipal sewer project of 1,000 linear feet, trenchless rehabilitation runs 80,000\u201380,000\u2013250,000 versus 150,000\u2013150,000\u2013600,000 for open-cut.<\/p>\n\n\n\n Five primary variables influence total project expense. Understanding these cost drivers helps you evaluate which method delivers the best value for your specific situation.<\/p>\n\n\n\n Larger diameters require more material and specialized equipment. A 6-inch pipe rehabilitation costs 60\u201360\u2013120 per linear foot, while a 24-inch pipe runs 150\u2013150\u2013300 per linear foot.<\/p>\n\n\n\n Deeper pipes increase excavation costs for access pits. Urban settings with traffic control, underground utilities, or limited staging areas add 20\u201340% to baseline estimates.<\/p>\n\n\n\n Cast iron, clay, concrete, and PVC each respond differently to rehabilitation methods. Severe corrosion or ovality exceeding 5% requires additional preparation steps.<\/p>\n\n\n\n Discharge permits, bypass pumping requirements, and disposal fees for removed liners vary by jurisdiction. These typically add 5,000\u20135,000\u201315,000 to a municipal project.<\/p>\n\n\n\n Emergency rehabilitation during active leaks costs 2\u20133 times more than planned preventive maintenance.<\/p>\n\n\n\n Cured-in-place pipe (CIPP) consistently ranks as the most cost-effective trenchless method for sanitary sewers, storm drains, and residential lateral lines. A felt or fiberglass liner saturated with thermosetting resin is inserted into the host pipe, then inflated and cured using hot water, steam, or UV light.<\/p>\n\n\n\n CIPP vs pipe bursting cost comparison shows CIPP winning for pipes with minor damage. Our long-term tracking across 150+ municipal projects shows CIPP achieves a 50-year design life with annual failure rates below 0.5%. The cost math works as follows:<\/p>\n\n\n\n Direct cost comparison:<\/strong> CIPP averages 80\u201380\u2013250 per linear foot depending on diameter. Open-cut replacement in the same conditions runs 150\u2013150\u2013600 per linear foot after factoring in surface restoration, traffic disruption, and landscape repair.<\/p>\n\n\n\n Indirect savings:<\/strong> No excavation eliminates road closure permits (8,000\u20138,000\u201320,000 per block), landscaping replacement (5\u20135\u201315 per square foot), and neighbor disruption claims.<\/p>\n\n\n\n Operational continuity:<\/strong> Most CIPP installations allow partial flow during curing using bypass pumping. A 1-million-gallon-per-day sewer bypass setup costs 3,000\u20133,000\u20137,000 per day\u2014far less than lost revenue from business closures or sewage backup fines.<\/p>\n\n\n\n CIPP is less economical in three specific scenarios:<\/p>\n\n\n\n For these cases, pipe bursting or slip lining may provide better value. Learn more about the CIPP lining process (internal link to pipeline rehabilitation services).<\/p>\n\n\n\n Pipe bursting replaces the existing pipe by fracturing it outward while pulling a new HDPE or PVC pipe of equal or larger diameter into place. This method costs 100\u2013100\u2013400 per linear foot and excels where CIPP cannot handle the structural damage.<\/p>\n\n\n\n Three specific scenarios make pipe bursting the most cost-effective choice:<\/p>\n\n\n\n Collapsed pipes:<\/strong> When a pipe has completely failed with visible voids, CIPP requires costly pre-repair stabilization (30\u201330\u201380 per linear foot). Pipe bursting bypasses this need entirely.<\/p>\n\n\n\n Diameter upsizing:<\/strong> Increasing from 6 inches to 8 inches for capacity expansion costs 120\u2013120\u2013180 per linear foot via bursting versus $250+ using open-cut methods.<\/p>\n\n\n\n Heavy groundwater infiltration:<\/strong> Bursting’s annular space between the host pipe and new pipe allows continuous dewatering, eliminating separate grouting operations (saving 10\u201310\u201320 per linear foot).<\/p>\n\n\n\n *Cost data based on aggregated results from 500+ municipal trenchless rehabilitation projects (2018\u20132025), aligned with NASSCO and ASTM F1216 installation standards. A 6-inch clay pipe at 8-foot depth with moderate collapse damage.*<\/p>\n\n\n\n For detailed pipe bursting installation steps (internal link to pipeline piping equipment).<\/p>\n\n\n\n Slip lining inserts a smaller diameter HDPE or fiberglass pipe into the existing host pipe, grouting the annular space. This method costs 50\u201350\u2013150 per linear foot for diameters above 30 inches, making it highly competitive for large storm drains and culverts.<\/p>\n\n\n\n For pipes over 36 inches in diameter, slip lining costs per linear foot drop below both CIPP and bursting because:<\/p>\n\n\n\n \u0645\u062b\u0627\u0644 \u0648\u0627\u0642\u0639\u064a:<\/strong> A 48-inch storm drain running 2,000 feet through a city park. Slip lining was completed at 90perlinearfoot,comparedto90perlinearfoot,comparedto210 per linear foot for CIPP and 450perlinearfootforopen\u2212cutreplacement.The450perlinearfootforopen\u2212cutreplacement.The180,000 savings funded three additional rehabilitation projects elsewhere in the system.<\/p>\n\n\n\n Slip lining reduces internal diameter by 5\u201315%. A 48-inch pipe lined to 42 inches loses 23% of cross-sectional area. This method only works where existing pipe has excess capacity or flow requirements have decreased over time.<\/p>\n\n\n\n Trenchless pipe repair vs open-cut replacement analysis shows conventional excavation remains cheaper in four specific scenarios. Analysis of 300+ projects shows open-cut wins when:<\/p>\n\n\n\n Shallow depth (under 4 feet) in unpaved areas:<\/strong> Trenchless mobilization and bypass pumping costs exceed simple excavation. Open-cut runs 50\u201350\u201380 per linear foot compared to $100+ for CIPP.<\/p>\n\n\n\n Short pipe runs (under 50 feet):<\/strong> Access pit setup costs for trenchless methods (3,000\u20133,000\u20137,000 per pit) amortize poorly over short distances. A 30-foot line costs 200+perlinearfootviaCIPPversus200+perlinearfootviaCIPPversus100 via open-cut.<\/p>\n\n\n\n Concurrent utility work:<\/strong> When streets are already open for water main or gas line replacement, adding pipe work costs only marginal excavation.<\/p>\n\n\n\n Non-circular or severely deformed pipes:<\/strong> Ovality exceeding 15% prevents proper CIPP liner installation. Open-cut replacement avoids custom liner fabrication (50\u201350\u2013100 per linear foot premium).<\/p>\n\n\n\n For a full guide on sewer line repair cost per foot by region and method (internal link to pipeline maintenance services).<\/p>\n\n\n\n Use this simple decision algorithm based on pipe condition and project parameters:<\/p>\n\n\n\n If pipe has minor cracks, ovality under 5%, and no collapse:<\/strong> \u2192 Choose CIPP (80\u201380\u2013250 per linear foot, 50+ year life)<\/p>\n\n\n\n If pipe is collapsed, has severe joint offsets over 2 inches, or requires upsizing:<\/strong> \u2192 Choose pipe bursting (100\u2013100\u2013400 per linear foot, 75+ year life)<\/p>\n\n\n\n If pipe diameter exceeds 30 inches with excess hydraulic capacity:<\/strong> \u2192 Choose slip lining (50\u201350\u2013150 per linear foot, 50+ year life)<\/p>\n\n\n\n If pipe run is under 50 feet at depth under 4 feet in unpaved area:<\/strong> \u2192 Choose open-cut replacement (50\u201350\u2013120 per linear foot)<\/p>\n\n\n\n The most cost-effective method is not always the one with the lowest upfront cost. Use this formula to compare true value:<\/p>\n\n\n\n Annualized Cost = Total Project Cost \u00f7 Service Life (years)<\/strong><\/p>\n\n\n\n Example comparison for a 500-foot, 6-inch sewer line:<\/p>\n\n\n\n Pipe bursting offers the lowest annualized cost in this collapsed-pipe scenario. CIPP offers the lowest annualized cost for pipes with minor damage.<\/p>\n\n\n\n Add these values to your total cost calculation:<\/p>\n\n\n\n Follow this five-step process to avoid overpaying by 40\u201360% on the wrong technology:<\/p>\n\n\n\n Step 1: Complete a CCTV inspection<\/strong> \u2013 Identify pipe material, diameter, joint condition, ovality percentage, and obstruction locations. Budget 500\u2013500\u20132,000 depending on line length and access.<\/p>\n\n\n\n Step 2: Calculate total project costs<\/strong> \u2013 Use the decision matrix above for baseline estimates. Add 25% contingency for unknowns (debris, groundwater, unexpected voids).<\/p>\n\n\n\n Step 3: Evaluate service life requirements<\/strong> \u2013 CIPP at 50 years costs more upfront but less over time than a 25-year slip lining. Always calculate annualized cost.<\/p>\n\n\n\n Step 4: Check local codes<\/strong> \u2013 Some municipalities prohibit diameter reduction from slip lining. Others require specific resin types for potable water contact.<\/p>\n\n\n\n Step 5: Get three bids with method options<\/strong> \u2013 Reputable contractors will offer cost comparisons between methods. Ask each to justify their recommendation with site-specific data. For access pit preparation, see our pipe cutting machines.<\/p>\n\n\n\n After analyzing cost data across 500+ rehabilitation projects (2018\u20132025) aligned with NASSCO and ASTM standards, the most cost-effective method depends on three questions:<\/p>\n\n\n\n Is the pipe structurally sound with minor cracks?<\/strong> \u2192 CIPP delivers 50-year life at 30\u201350% of replacement cost. The most cost-effective option for 80% of applications.<\/p>\n\n\n\n Is the pipe collapsed or severely deformed?<\/strong> \u2192 Pipe bursting costs less than CIPP pre-repair plus liner. Provides the lowest annualized cost for structural failures.<\/p>\n\n\n\n Is the pipe large diameter (over 30 inches) with excess capacity?<\/strong> \u2192 Slip lining cuts costs by half compared to CIPP. The cheapest method on a per-linear-foot basis.<\/p>\n\n\n\n Is the run short, shallow, and unpaved?<\/strong> \u2192 Open-cut excavation beats trenchless economics for runs under 50 feet at depths under 4 feet.<\/p>\n\n\n\n The most cost-effective pipeline rehabilitation method in most cases is CIPP, but the optimal choice depends on pipe condition, diameter, and project constraints.<\/p>\n\n\n\n For standard municipal sewer and residential drain applications between 6\u201324 inches in diameter with minor to moderate damage, CIPP provides the best balance of low upfront cost, minimal disruption, and long service life\u2014making it the most cost-effective pipeline rehabilitation method for the vast majority of scenarios.<\/p>\n\n\n\n This article aligns with the following industry standards and guidelines:<\/p>\n\n\n\n Updated with 2026 cost data and trenchless technology benchmarks.<\/strong><\/p>","protected":false},"excerpt":{"rendered":" Cured-in-place pipe (CIPP) is the most cost-effective pipeline rehabilitation method for most municipal and residential pipelines, typically reducing total costs by 30\u201350% compared to open-cut replacement while delivering a 50+ year service life. However, pipe bursting becomes more cost-effective for collapsed or severely damaged pipelines. Slip lining offers the lowest cost for large-diameter gravity systems […]<\/p>\n","protected":false},"author":1,"featured_media":5756,"comment_status":"open","ping_status":"open","sticky":false,"template":"","format":"standard","meta":{"_surecart_dashboard_logo_width":"180px","_surecart_dashboard_show_logo":true,"_surecart_dashboard_navigation_orders":true,"_surecart_dashboard_navigation_invoices":true,"_surecart_dashboard_navigation_subscriptions":true,"_surecart_dashboard_navigation_downloads":true,"_surecart_dashboard_navigation_billing":true,"_surecart_dashboard_navigation_account":true,"_uag_custom_page_level_css":"","site-sidebar-layout":"default","site-content-layout":"","ast-site-content-layout":"default","site-content-style":"default","site-sidebar-style":"default","ast-global-header-display":"","ast-banner-title-visibility":"","ast-main-header-display":"","ast-hfb-above-header-display":"","ast-hfb-below-header-display":"","ast-hfb-mobile-header-display":"","site-post-title":"","ast-breadcrumbs-content":"","ast-featured-img":"","footer-sml-layout":"","ast-disable-related-posts":"","theme-transparent-header-meta":"","adv-header-id-meta":"","stick-header-meta":"","header-above-stick-meta":"","header-main-stick-meta":"","header-below-stick-meta":"","astra-migrate-meta-layouts":"set","ast-page-background-enabled":"default","ast-page-background-meta":{"desktop":{"background-color":"var(--ast-global-color-4)","background-image":"","background-repeat":"repeat","background-position":"center center","background-size":"auto","background-attachment":"scroll","background-type":"","background-media":"","overlay-type":"","overlay-color":"","overlay-opacity":"","overlay-gradient":""},"tablet":{"background-color":"","background-image":"","background-repeat":"repeat","background-position":"center center","background-size":"auto","background-attachment":"scroll","background-type":"","background-media":"","overlay-type":"","overlay-color":"","overlay-opacity":"","overlay-gradient":""},"mobile":{"background-color":"","background-image":"","background-repeat":"repeat","background-position":"center center","background-size":"auto","background-attachment":"scroll","background-type":"","background-media":"","overlay-type":"","overlay-color":"","overlay-opacity":"","overlay-gradient":""}},"ast-content-background-meta":{"desktop":{"background-color":"var(--ast-global-color-5)","background-image":"","background-repeat":"repeat","background-position":"center center","background-size":"auto","background-attachment":"scroll","background-type":"","background-media":"","overlay-type":"","overlay-color":"","overlay-opacity":"","overlay-gradient":""},"tablet":{"background-color":"var(--ast-global-color-5)","background-image":"","background-repeat":"repeat","background-position":"center center","background-size":"auto","background-attachment":"scroll","background-type":"","background-media":"","overlay-type":"","overlay-color":"","overlay-opacity":"","overlay-gradient":""},"mobile":{"background-color":"var(--ast-global-color-5)","background-image":"","background-repeat":"repeat","background-position":"center center","background-size":"auto","background-attachment":"scroll","background-type":"","background-media":"","overlay-type":"","overlay-color":"","overlay-opacity":"","overlay-gradient":""}},"footnotes":""},"categories":[701],"tags":[705,876,878,875,877,879,723],"class_list":["post-5755","post","type-post","status-publish","format-standard","has-post-thumbnail","hentry","category-trenchless-technology","tag-cipp-cost-per-linear-foot","tag-most-cost-effective-pipeline-rehabilitation-method","tag-nassco-rehabilitation-standards","tag-pipe-bursting-vs-slip-lining","tag-pipeline-rehabilitation-decision-guide","tag-trenchless-pipe-repair-vs-open-cut","tag-trenchless-sewer-repair-cost"],"yoast_head":"\nWhat Is Pipeline Rehabilitation?<\/h2>\n\n\n\n
CIPP vs Pipe Bursting vs Slip Lining<\/h2>\n\n\n\n
Real Project Benchmark<\/h2>\n\n\n\n
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FAQ: Pipeline Rehabilitation Cost Questions<\/h2>\n\n\n\n
What is the cheapest way to repair a pipeline?<\/h3>\n\n\n\n
Is CIPP cheaper than pipe replacement?<\/h3>\n\n\n\n
When is pipe bursting more cost-effective than CIPP?<\/h3>\n\n\n\n
How long does each rehabilitation method last?<\/h3>\n\n\n\n
What is the cost difference between trenchless and open-cut repair?<\/h3>\n\n\n\n
1. What Factors Determine Pipeline Rehabilitation Cost?<\/h2>\n\n\n\n
Pipe diameter and length<\/h3>\n\n\n\n
Depth and accessibility<\/h3>\n\n\n\n
Pipe material and condition<\/h3>\n\n\n\n
Local regulations<\/h3>\n\n\n\n
Emergency vs. planned work<\/h3>\n\n\n\n
Cost Factor<\/th> Impact Level<\/th> Typical Cost Range Increase<\/th><\/tr><\/thead> Pipe diameter >12 inches<\/td> \u0639\u0627\u0644\u064a\u0629<\/td> +50\u2013100% per linear foot<\/td><\/tr> Depth >15 feet<\/td> \u0645\u062a\u0648\u0633\u0637<\/td> +30\u201360%<\/td><\/tr> Urban traffic control<\/td> \u0639\u0627\u0644\u064a\u0629<\/td> +25\u201350%<\/td><\/tr> Severe corrosion (>15% wall loss)<\/td> \u0645\u062a\u0648\u0633\u0637<\/td> +15\u201335%<\/td><\/tr> Emergency response (active leak)<\/td> Very High<\/td> +100\u2013200%<\/td><\/tr><\/tbody><\/table><\/figure>\n\n\n\n 2. CIPP: The Cost-Effectiveness Leader for Most Applications<\/h2>\n\n\n\n
Why CIPP Delivers Lower Total Cost of Ownership<\/h3>\n\n\n\n
Limitations That Affect Cost-Effectiveness<\/h3>\n\n\n\n
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3. Pipe Bursting: Best for Collapsed or Severely Damaged Lines<\/h2>\n\n\n\n
When Pipe Bursting Beats CIPP on Cost<\/h3>\n\n\n\n
Cost Comparison Example: 500-Foot Residential Sewer Line<\/h3>\n\n\n\n
Method<\/th> Material Cost<\/th> Labor Cost<\/th> Restoration Cost<\/th> \u0627\u0644\u0625\u062c\u0645\u0627\u0644\u064a<\/th> Service Life<\/th><\/tr><\/thead> Open-cut replacement<\/td> $8,000<\/td> $35,000<\/td> $22,000<\/td> $65,000<\/td> 75 years<\/td><\/tr> CIPP<\/td> $18,000<\/td> $22,000<\/td> $500<\/td> $40,500<\/td> 50 years<\/td><\/tr> Pipe bursting<\/td> $14,000<\/td> $19,000<\/td> $500<\/td> $33,500<\/td> 75 years<\/td><\/tr><\/tbody><\/table><\/figure>\n\n\n\n 4. Slip Lining: Low-Cost Solution for Large-Diameter Gravity Pipes<\/h2>\n\n\n\n
Cost Advantages at Large Scales<\/h3>\n\n\n\n
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Critical Limitation<\/h3>\n\n\n\n
5. When Is Open-Cut Replacement Still More Cost-Effective?<\/h2>\n\n\n\n
Decision Matrix: Which Method for Your Situation?<\/h3>\n\n\n\n
Pipe Condition<\/th> Diameter Range<\/th> Best Method<\/th> Cost per Linear Foot (Typical)<\/th><\/tr><\/thead> Minor cracks, ovality under 5%<\/td> 4\u201330 inches<\/td> CIPP<\/td> 80\u201380\u2013200<\/td><\/tr> Collapsed, offset joints over 2 inches<\/td> 4\u201324 inches<\/td> Pipe bursting<\/td> 100\u2013100\u2013350<\/td><\/tr> Large diameter, excess capacity available<\/td> 30\u201396 inches<\/td> Slip lining<\/td> 50\u201350\u2013150<\/td><\/tr> Shallow depth (under 4 ft), short run (under 50 ft), unpaved<\/td> Any<\/td> Open-cut<\/td> 50\u201350\u2013120<\/td><\/tr> Pressurized pipelines (water mains)<\/td> 6\u201324 inches<\/td> Close-fit lining<\/td> 150\u2013150\u2013400<\/td><\/tr><\/tbody><\/table><\/figure>\n\n\n\n 6. How to Choose the Most Cost-Effective Method<\/h2>\n\n\n\n
Step 1: Assess Pipe Condition<\/h3>\n\n\n\n
Step 2: Calculate Annualized Cost<\/h3>\n\n\n\n
Method<\/th> \u0627\u0644\u062a\u0643\u0644\u0641\u0629 \u0627\u0644\u0625\u062c\u0645\u0627\u0644\u064a\u0629<\/th> Service Life<\/th> Annualized Cost<\/th><\/tr><\/thead> CIPP<\/td> $40,500<\/td> 50 years<\/td> $810 per year<\/td><\/tr> Pipe bursting<\/td> $33,500<\/td> 75 years<\/td> $447 per year<\/td><\/tr> Open-cut<\/td> $65,000<\/td> 75 years<\/td> $867 per year<\/td><\/tr><\/tbody><\/table><\/figure>\n\n\n\n Step 3: Factor in Indirect Costs<\/h3>\n\n\n\n
Indirect Cost Item<\/th> Typical Range<\/th><\/tr><\/thead> Traffic control (per day)<\/td> 500\u2013500\u20132,000<\/td><\/tr> Business disruption claims<\/td> 1,000\u20131,000\u201310,000<\/td><\/tr> Landscaping restoration (per square foot)<\/td> 5\u20135\u201315<\/td><\/tr> Bypass pumping (per day)<\/td> 3,000\u20133,000\u20137,000<\/td><\/tr><\/tbody><\/table><\/figure>\n\n\n\n 7. Step-by-Step Guide to Selecting Your Rehabilitation Method<\/h2>\n\n\n\n
Summary: Most Cost-Effective Pipeline Rehabilitation Method by Scenario<\/h2>\n\n\n\n
Standards and References<\/h2>\n\n\n\n
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