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Microtunneling Case Study | Pate Garver and Hobas Pipe 

Breaking New Ground: A Look Back at One of Hobas Pipe’s First Microtunneling Project: The history of microtunneling in the United States is one of innovation and perseverance. Among the pioneers of this groundbreaking technology is BRH Garver, a company that has been at the forefront of trenchless technology for decades. During the recent Texas Water show, I had the privilege of sitting down with Alan Pate, president of Pate Garver, successor to BRH Garver which had been purchased by a Private Equity Firm, to discuss his company’s early experiences with Hobas Pipe and its role in advancing microtunneling in the U.S. 

The Early Days of Fiberglass Pipe in Microtunneling 

When Hobas Pipe first began manufacturing fiberglass-reinforced pipe in the U.S., microtunneling was still in its infancy. Engineers and contractors were looking for materials that could withstand the challenges of trenchless installation while offering longevity and structural reliability. Pate Garver quickly recognized the potential of Hobas Pipe’s fiberglass-reinforced polymer mortar (FRPM) pipe for these demanding applications. 

Alan Pate recalled one of the earliest microtunneling projects BRH Garver Construction undertook using Hobas Pipe. The project, which took place in 1988, was actually an early microtunneling project in the U.S. It required two tunneling machines and presented significant technical challenges due to soil conditions, groundwater infiltration, and stringent alignment requirements. At the time, most contractors were accustomed to using traditional materials like concrete and steel, but Pate Garver saw an opportunity to leverage the benefits of fiberglass pipe. “It was difficult to use concrete pipe because it would break,” Alan Pate explained. “Then we found Hobas Pipe.” 

Overcoming Challenges with Innovation 

One of the primary advantages of Hobas Pipe in microtunneling is its smooth exterior, which reduces jacking forces during installation. This was a game-changer for Pate Garver, allowing them to push longer drives with greater precision. Additionally, the corrosion-resistant nature of the pipe meant that it could be installed in aggressive environments without the need for protective coatings or linings. Another critical advantage is that Hobas Pipe does not absorb water, making it even more reliable in difficult conditions. 

Alan Pate emphasized how the project helped shape industry perceptions of fiberglass pipe.  “The ability to maintain structural integrity while withstanding the stresses of installation proved that Hobas Pipe was a reliable solution. Hobas Quality Control is very reliable and the pipe behaves predictably. We would tunnel only with Hobas.” 

The Lasting Impact on the Industry 

The success of this early microtunneling project set a precedent for future installations. It demonstrated that fiberglass pipe could not only meet but exceed the expectations of the industry. As a result, Pate Garver and other contractors began incorporating Hobas Pipe into a growing number of trenchless projects, paving the way for its widespread acceptance. 

Today, dDecades after that first project, Hobas Pipe remains a preferred choice for microtunneling applications across the country. Its lightweight yet durable composition, resistance to corrosion, and smooth installation process have solidified its place as a leading solution in the trenchless industry. Additionally, its ability to handle high jacking loads further enhances its reputation as the go-to pipe for microtunneling.  

Today’s microtunneling projects are more complex than ever, often involving larger diameters, longer drives, and stricter environmental regulations.   

Reflecting on those early days, Alan Pate expressed pride in his company’s role in advancing microtunneling technology. “Looking back, it’s incredible to see how far we’ve come. Hobas Pipe played a key role in that journey, and we’re proud to have been among the first to put it to the test in real-world conditions.” 

 As microtunneling continues to evolve, the pioneering work of companies like Garver and the innovations brought forth by Hobas Pipe serve as a testament to the power of collaboration and forward-thinking engineering. Their contributions have helped shape the infrastructure of today—and will continue to influence the industry for generations to come.  

Garver/Hobas Jacking Pipe History in the City of Houston 

Project Name   Year  Quantity 
18 Inch     
Forest Hill  1988  13,068 
80th Street  1988  4,170 
Kellogg Pump Station  1989  180 
Berkley LS  1989  9,090 
Eastex Oaks Village Sewer  1990  1,460 
Studemont  1992  2,905 
20 Inch     
Mangum Rd Contract 2  1994  80 
Chanute LS  1994  2,439 
Center St. Contract 2  1994  566 
Will Clayton Collection Sys.  1997  682 
24 Inch     
80th Street  1988  4,640 
Forest Hill  1988  2,450 
Berkley LS  1989  1,600 
Astrodome #4148  1990  1,060 
Maxey Rd  1991  1,216 
Usener and Garden San Sewer  1993  3,090 
Wirt Rd Paving and Drainage (Sub to Reytec)  2017  3,120 
Force Main R/R Orem, Beechnut and Eldridge  2021  3,864 
30 Inch     
West District Sewer Diversion  1988  1,790 
Berkley LS  1989  3,500 
Maxey Rd  1991  2,312 
Galleria Area Diversion Sewer  1992  320 
Ayrshire Neighborhood Overflow  1993  480 
Mangum Rd Contract 2  1994  2,248 
Center St. Contract 2  1994  1,616 
Center St. Contract 1  1994  810 
Songwood Area Relief  1995  2,488 
Vickery Rd 54″ Waterline (Sub to Harper)  2017  3,015 
36 Inch     
Maxey Rd   1991  384 
Lockwood Pump Station  1992  395 
Bell St Sanitary Sewer Relief  1992  5,156 
Woodway Relief Sewer System  1993  270 
Mangum Rd Contract 2  1994  5,600 
Harbor Relief Sewer  1996  3,070 
Upper and Lower Lockwood  1996  4,300 
Sleepy Hollow LS   2020  4,276 
42 Inch     
Forest Hill  1988  3,275 
Berkley LS  1989  1,600 
Almeda Sims #1  1990  380 
Woodway Relief Sewer System  1993  1,000 
Center St Contract 1  1994  3,590 
Brookwoods and TC Jester  1996  4,300 
Petit and Foyce Relief Sewer  1997  2,470 
North Eldridge LS  1999  2,344 
Sims Bayou Sewer Relocation  2009  1,647 
48 Inch     
West District Diversion V  1992  1,280 
Northwest Sludge Transfer Tunnel  1993  70 
Woodway Relief Sewer System  1993  4,000 
Ayrshire Neighborhood Overflow  1993  80 
Center St Contract 1  1994  1,340 
Belmont LS  1995  2,225 
Belmont Area Pump Station  1997  595 
Holmes Rd Sanitary Sewer  2017  4,372 
Fountain View LS  2020  3,700 
54 Inch     
LS Renewal Renwick  2016  14,145 
North Corridor PKG 1A  2018  3,940 
Fountain View LS  2020  102 
60 Inch     
Eastbank Relief Interceptor  1997  3,940 
Sims Bayou Sewer Relocation  2009  207 
Chelford City PKG 1A  2019  4,554 
Chelford City PKG 1B   2021  4,551 
85 Inch     
North Corridor PKG 1A  2018  600 
90 Inch     
Sims Bayou Sewer Relocation  2009  468 
     
  TOTAL  168,485