pilot tube or guide boring method for pipe ramming guidance with case histories pilot tube or guide...
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Pilot Tube or Guide Boring Method for Pipe Ramming
Guidance
With Case Histories
Pilot Tube or Guide Boring Method for Pipe Ramming
Guidance
With Case Histories
AGENDAAGENDA• Pipe Ramming• Drill Stem Recovery • Pipe Removal / Bore Salvage• Case Study: EJM Pilot Tube Pipe Ram• Pipe Ram Slick Bore• Case Study: Slick Bore• Case Study: Railroad Culvert Undercrossing• Questions
• Pipe Ramming• Drill Stem Recovery • Pipe Removal / Bore Salvage• Case Study: EJM Pilot Tube Pipe Ram• Pipe Ram Slick Bore• Case Study: Slick Bore• Case Study: Railroad Culvert Undercrossing• Questions
Pipe RammingPipe RammingPipe RammingPipe Ramming
PIPE RAMMINGPIPE RAMMING
Pipe RammingPipe RammingPipe RammingPipe RammingBASICS
• 4-in through 147-in casings
• 118-in, 122-in, 138-in & 147-in casings Successfully Rammed
• Eliminates Slump or Rise
• Tools Configure to a Range of Casing Diameters
• 4-in through 147-in casings
• 118-in, 122-in, 138-in & 147-in casings Successfully Rammed
• Eliminates Slump or Rise
• Tools Configure to a Range of Casing Diameters
STANDARD RAMMING
THE PROCESS:Typical Pipe Ramming ConfigurationTHE PROCESS:Typical Pipe Ramming Configuration
ROUTINEROUTINE12” Thru 36”12” Thru 36”
CHALLENGINGCHALLENGING36” Thru 80”36” Thru 80”
ADVANCEDADVANCED80” Thru 144”80” Thru 144”
DRILL STEM RECOVERYDRILL STEM RECOVERY
• Rammer Fitted with Special Sleeve
• Drill Stem Welded to Back of Sleeve
• Percussion Frees Stuck Drill Stem
• Push Through or Pull Out
• Rammer Fitted with Special Sleeve
• Drill Stem Welded to Back of Sleeve
• Percussion Frees Stuck Drill Stem
• Push Through or Pull Out
TECHNIQUES
Pipe RammingPipe RammingPipe RammingPipe Ramming
Drill Stem RetrievalDrill Stem Retrieval
PIPE REMOVAL/ BORE SALVAGEPIPE REMOVAL/ BORE SALVAGE
• Rammer Attached to Product Pipe
• Percussion Removes Pipe from Bore
• Salvage Job
• Bore Again
• Rammer Attached to Product Pipe
• Percussion Removes Pipe from Bore
• Salvage Job
• Bore Again
TECHNIQUES
Pipe RammingPipe RammingPipe RammingPipe Ramming
Product Pipe Removal/Bore Salvage-Job SiteProduct Pipe Removal/Bore Salvage-Job Site
Pipe RammingPipe RammingPipe RammingPipe Ramming
CASE STUDY:CASE STUDY:EJM PILOT TUBE-EJM PILOT TUBE-
PIPE RAMPIPE RAM
GBM BACKGROUNDGBM BACKGROUND• On Grade & Alignment Installation
• Highly Accurate Installations
• Theodolite Guidance System
• Video Monitoring of Illuminated Target
• Angled Steering Head Similar to HDD
• On Grade & Alignment Installation
• Highly Accurate Installations
• Theodolite Guidance System
• Video Monitoring of Illuminated Target
• Angled Steering Head Similar to HDD
Pipe RammingPipe RammingPipe RammingPipe RammingCASE STUDIES
GBM BACKGROUNDGBM BACKGROUND• 1. Pilot Tubes Installed behind Steering Head • 2. Auger Head Tube Sections Installed• As Auger Sections Installed, Pilot Tube
Sections Removed at Exit Pit• Pipe Adapter Installed • Product Casing Attached to Adapter• 3. Thrust into Place
• 1. Pilot Tubes Installed behind Steering Head • 2. Auger Head Tube Sections Installed• As Auger Sections Installed, Pilot Tube
Sections Removed at Exit Pit• Pipe Adapter Installed • Product Casing Attached to Adapter• 3. Thrust into Place
Pipe RammingPipe RammingPipe RammingPipe RammingCASE STUDIES
GBM BACKGROUNDGBM BACKGROUND• Not All Soil Conditions or Pipe Diameters
Favorable for total GBM Installation • Pipe Ramming Assist• After Pilot Tubes Installed on Line & Grade• Special Ramming Adapters• Rammer takes place of Auger• Installation remains on Line & Grade
• Not All Soil Conditions or Pipe DiametersFavorable for total GBM Installation
• Pipe Ramming Assist• After Pilot Tubes Installed on Line & Grade• Special Ramming Adapters• Rammer takes place of Auger• Installation remains on Line & Grade
Pipe RammingPipe RammingPipe RammingPipe RammingCASE STUDIES
PROJECT BACKGROUNDPROJECT BACKGROUND• EJM Pipe Services- Lino Lakes, MN
• Project Location: Chaska, MN
• Along the Minnesota River
• Spring Thaw
• Flood Stage River Levels
• EJM Pipe Services- Lino Lakes, MN
• Project Location: Chaska, MN
• Along the Minnesota River
• Spring Thaw
• Flood Stage River Levels
Pipe RammingPipe RammingPipe RammingPipe RammingCASE STUDIES
PROJECT BACKGROUNDPROJECT BACKGROUND• Sanitary Sewer Main • 36-inch Diameter inside 54-inch Casing• 160 feet in length• New Development• Under Concrete Creek Channel• Creek runs through town• Feeds into MN River
• Sanitary Sewer Main • 36-inch Diameter inside 54-inch Casing• 160 feet in length• New Development• Under Concrete Creek Channel• Creek runs through town• Feeds into MN River
Pipe RammingPipe RammingPipe RammingPipe RammingCASE STUDIES
PROJECT BACKGROUNDPROJECT BACKGROUND• Grade Sensitive Project • Avoid slump & disturbance of concrete
channel• Unstable, saturated ground conditions • Engineer utilized slump monitoring equip.
• Grade Sensitive Project • Avoid slump & disturbance of concrete
channel• Unstable, saturated ground conditions • Engineer utilized slump monitoring equip.
Pipe RammingPipe RammingPipe RammingPipe RammingCASE STUDIES
PROJECT SPECSPROJECT SPECS• Began @ 1% Downhill Grade
• 4-inch Pilot Tube
• Began @ 1% Downhill Grade
• 4-inch Pilot Tube
Pipe RammingPipe RammingPipe RammingPipe RammingCASE STUDIES
PROJECT SPECSPROJECT SPECS• Installed 4-inch to 24-inch Adapter
• Pushed into place
• Installed 4-inch to 24-inch Adapter
• Pushed into place
Pipe RammingPipe RammingPipe RammingPipe RammingCASE STUDIES
PROJECT SPECSPROJECT SPECS• Installed 24-inch to 54-inch Adapter
• Pushed into place
• Installed 24-inch to 54-inch Adapter
• Pushed into place
Pipe RammingPipe RammingPipe RammingPipe RammingCASE STUDIES
PROJECT SPECSPROJECT SPECS• Remove Auger
• Weld 54-inch by 20-ft casing to adapter
• Set up pipe rammer
• Cut out steel bulk head
• Loose material & water flow
• Sandbags & Underlayment fabric to lessen flow
• Remove Auger
• Weld 54-inch by 20-ft casing to adapter
• Set up pipe rammer
• Cut out steel bulk head
• Loose material & water flow
• Sandbags & Underlayment fabric to lessen flow
Pipe RammingPipe RammingPipe RammingPipe RammingCASE STUDIES
PROJECT RESULTSPROJECT RESULTS• 1st Section Installed without incident
• Next section added and rammed in place
• Subsequent casing sections rammed in place
• 1st Section Installed without incident
• Next section added and rammed in place
• Subsequent casing sections rammed in place
Pipe RammingPipe RammingPipe RammingPipe RammingCASE STUDIES
PROJECT RESULTSPROJECT RESULTS• 4- to 24-inch Adapter Removed
• Final Casings installed to 160 feet
• 4- to 24-inch Adapter Removed
• Final Casings installed to 160 feet
Pipe RammingPipe RammingPipe RammingPipe RammingCASE STUDIES
PROJECT RESULTSPROJECT RESULTS• Casing installed on grade
• 24-in to 54-in Adapter Removed
• Spoil removed with auger
• Ramming Times: 20-50 Min/20-ft section
• Casing installed on grade
• 24-in to 54-in Adapter Removed
• Spoil removed with auger
• Ramming Times: 20-50 Min/20-ft section
Pipe RammingPipe RammingPipe RammingPipe RammingCASE STUDIES
PROJECT RESULTSPROJECT RESULTS• Slump Monitoring Results:
• Front of Launch Pit Levee Edge- 2 ½ inches
• Under Channel- ½ inch
• Receiving Pit Levee Edge- 1 ¼ inches
• All within tolerance
• Less slumping than anticipated
• Slump Monitoring Results:
• Front of Launch Pit Levee Edge- 2 ½ inches
• Under Channel- ½ inch
• Receiving Pit Levee Edge- 1 ¼ inches
• All within tolerance
• Less slumping than anticipated
Pipe RammingPipe RammingPipe RammingPipe RammingCASE STUDIES
CASE STUDY CASE STUDY REVIEWREVIEW
PIPE RAM SLICK BOREPIPE RAM SLICK BORE• Ram in Reusable Bore Pipe
• Clean Out Spoil
• Weld Product Pipe to Back End of Bore Pipe
• Remove Bore Pipe with Winching Device
• Pull in Product Pipe while Removing Bore Pipe
• Use Bore Pipe Again
• Ram in Reusable Bore Pipe
• Clean Out Spoil
• Weld Product Pipe to Back End of Bore Pipe
• Remove Bore Pipe with Winching Device
• Pull in Product Pipe while Removing Bore Pipe
• Use Bore Pipe Again
Pipe RammingPipe RammingPipe RammingPipe RammingTECHNIQUES
Slick Bore Step #1Slick Bore Step #1
Slick Bore Step #2Slick Bore Step #2
Slick Bore Process OverviewSlick Bore Process Overview
CASE STUDY CASE STUDY SLICK BORESLICK BORE
PROJECT BACKGROUNDPROJECT BACKGROUND
• MinnCan Pipeline project is a 303.75 mile 24” crude oil pipeline
• From the Minnesota-Canada border to the Flint Hills Resources Refinery in Rosemount, MN
• Pipeline is owned by Natural Resources Group, Inc., Minnesota Pipeline Company, and Universal Ensco, Inc
• MinnCan Pipeline project is a 303.75 mile 24” crude oil pipeline
• From the Minnesota-Canada border to the Flint Hills Resources Refinery in Rosemount, MN
• Pipeline is owned by Natural Resources Group, Inc., Minnesota Pipeline Company, and Universal Ensco, Inc
CASE STUDIES
Pipe RammingPipe RammingPipe RammingPipe Ramming
PROJECT BACKGROUNDPROJECT BACKGROUND
• Two Sections:
• Northern 150.41 mile section from the Canadian border to Clear brook, MN
• Southern 153.34 mile section from Clearbrook, MN. to the refinery in Rosemount, MN
• Total of 303 road crossings and 19 horizontal directionally drilled crossings
• Two Sections:
• Northern 150.41 mile section from the Canadian border to Clear brook, MN
• Southern 153.34 mile section from Clearbrook, MN. to the refinery in Rosemount, MN
• Total of 303 road crossings and 19 horizontal directionally drilled crossings
CASE STUDIES
Pipe RammingPipe RammingPipe RammingPipe Ramming
PROJECT BACKGROUNDPROJECT BACKGROUND
• MN Limited- Southern Section
• 156 road crossings
• MN Limited- Southern Section
• 156 road crossings
CASE STUDIES
Pipe RammingPipe RammingPipe RammingPipe Ramming
EQUIPMENT LISTEQUIPMENT LIST• Goliath Grundoram pipe rammer
• BP 500 bentonite pump for lubrication
• 24” pipe ramming accessories
• Pig launcher and pipe pigs for clean out
• Reusable bore pipe
• Goliath Grundoram pipe rammer
• BP 500 bentonite pump for lubrication
• 24” pipe ramming accessories
• Pig launcher and pipe pigs for clean out
• Reusable bore pipe
CASE STUDIES
Pipe RammingPipe RammingPipe RammingPipe Ramming
SLICK BORINGSLICK BORING• The reusable bore pipe is rammed in place
• Bentonite or polymers are used to lubricate the bore hole and the soil inside the bore pipe
• The soil is expelled from the bore pipe
• Line pipe will then be welded to the bore pipe
• The reusable bore pipe is rammed in place
• Bentonite or polymers are used to lubricate the bore hole and the soil inside the bore pipe
• The soil is expelled from the bore pipe
• Line pipe will then be welded to the bore pipe
Pipe RammingPipe RammingPipe RammingPipe RammingCASE STUDIES
SLICK BORINGSLICK BORING• Utilizing a sideboom tractor and winch
• The bore pipe is pulled out of the bore hole
• While the line pipe,welded to the bore pipe, is pulled into place
• Utilizing a sideboom tractor and winch
• The bore pipe is pulled out of the bore hole
• While the line pipe,welded to the bore pipe, is pulled into place
Pipe RammingPipe RammingPipe RammingPipe RammingCASE STUDIES
ON THE JOBON THE JOB• Stearns County Road 23 northwest of
Richmond, MN
• 95 ft. bore
• Bore pipe:115 ft. of 0.500-in wall x 24-in diameter pipe
• 0.750” bentonite supply line welded to the pipe
• Stearns County Road 23 northwest of Richmond, MN
• 95 ft. bore
• Bore pipe:115 ft. of 0.500-in wall x 24-in diameter pipe
• 0.750” bentonite supply line welded to the pipe
Pipe RammingPipe RammingPipe RammingPipe RammingCASE STUDIES
ON THE JOBON THE JOB• 115 ft. bore pipe was lifted into position with a
sideboom & an excavator
• Rammer positioned and supported by an excavator
• Air compressor and bentonite pump are mounted to a semi-tractor trailer for mobility
• Positioned on the right-of-way at the edge of the open ditch next to the bore pit
• 115 ft. bore pipe was lifted into position with a sideboom & an excavator
• Rammer positioned and supported by an excavator
• Air compressor and bentonite pump are mounted to a semi-tractor trailer for mobility
• Positioned on the right-of-way at the edge of the open ditch next to the bore pit
Pipe RammingPipe RammingPipe RammingPipe RammingCASE STUDIES
ON THE JOBON THE JOB• Typical bentonite or polymer application
approx. 900 gallons for a 95 ft. bore
• Ramming times varied from 30 to 60 minutes per bore
• Three bores of 95 ft. length were completed the first week
• At the week two the crew had completed five bores of 95 to 100 ft. in length and one bore 240 ft. in length
• Typical bentonite or polymer application approx. 900 gallons for a 95 ft. bore
• Ramming times varied from 30 to 60 minutes per bore
• Three bores of 95 ft. length were completed the first week
• At the week two the crew had completed five bores of 95 to 100 ft. in length and one bore 240 ft. in length
Pipe RammingPipe RammingPipe RammingPipe RammingCASE STUDIES
ON THE JOBON THE JOB• By the time they completed Phase 3 they were
doing 8 bores per week in a six day work week • By the time they completed Phase 3 they were
doing 8 bores per week in a six day work week
Pipe RammingPipe RammingPipe RammingPipe RammingCASE STUDIES
Pipe RammingPipe RammingPipe RammingPipe Ramming
Case Study:Railroad Culvert Undercrossing
Case Study:Railroad Culvert Undercrossing
ARBARB• Union Pacific Railroad Culvert
• Failed Culvert Replacement • 48- & 65-inch Culverts• 24-inch Grundoram Taurus• Access • Emergency Ram
• Union Pacific Railroad Culvert
• Failed Culvert Replacement • 48- & 65-inch Culverts• 24-inch Grundoram Taurus• Access • Emergency Ram
Pipe RammingPipe RammingPipe RammingPipe RammingCASE STUDIES
NOTEABLENOTEABLE
LOCATION LOCATION • Feather River Canyon
• East-West Rail Corridor
• Northern Nevada & Northern California
• Sierra Nevada Mountains
• Feather River Canyon
• East-West Rail Corridor
• Northern Nevada & Northern California
• Sierra Nevada Mountains
Pipe RammingPipe RammingPipe RammingPipe RammingCASE STUDIES
BACKGROUND BACKGROUND • Early 2006- Significant Drainage Problems
• Runoff Culverts - Failed & Collapsed
• Emergency Crews 24 hr pumping
• Train traffic slowed 10 mph
• Relieve pressure on saturated soils
• Early 2006- Significant Drainage Problems
• Runoff Culverts - Failed & Collapsed
• Emergency Crews 24 hr pumping
• Train traffic slowed 10 mph
• Relieve pressure on saturated soils
Pipe RammingPipe RammingPipe RammingPipe RammingCASE STUDIES
PROJECT SPECSPROJECT SPECS• Difficult Soil Conditions
• Ramming ideal solution
• Difficult access
• Equipment brought in on rail cars
• Elevation 4,500-5,000 feet
• Difficult Soil Conditions
• Ramming ideal solution
• Difficult access
• Equipment brought in on rail cars
• Elevation 4,500-5,000 feet
Pipe RammingPipe RammingPipe RammingPipe RammingCASE STUDIES
PROJECT SPECS PROJECT SPECS • Install 48- & 65-inch culverts
• Pipe Ramming
• 24-inch diameter rammer
• ### lbs dynamic energy
• (2) 1,600 CFM Air Compressors
• Install 48- & 65-inch culverts
• Pipe Ramming
• 24-inch diameter rammer
• ### lbs dynamic energy
• (2) 1,600 CFM Air Compressors
Pipe RammingPipe RammingPipe RammingPipe RammingCASE STUDIES
Arntzen SteelRockford, Ill.
Arntzen SteelRockford, Ill.
Arntzen SteelRockford, Ill.
Arntzen SteelRockford, Ill.
Arntzen SteelRockford, Ill.
Arntzen SteelRockford, Ill.
Arntzen SteelRockford, Ill.
Arntzen SteelRockford, Ill.
Arntzen SteelRockford, Ill.
Arntzen SteelRockford, Ill.
Arntzen SteelRockford, Ill.
Arntzen SteelRockford, Ill.
Arntzen SteelRockford, Ill.
Arntzen SteelRockford, Ill.
Arntzen SteelRockford, Ill.
Arntzen SteelRockford, Ill.
Arntzen SteelRockford, Ill.
Arntzen SteelRockford, Ill.
Arntzen SteelRockford, Ill.
Arntzen SteelRockford, Ill.
Arntzen SteelRockford, Ill.
Arntzen SteelRockford, Ill.
Arntzen SteelRockford, Ill.
Arntzen SteelRockford, Ill.
Arntzen SteelRockford, Ill.
Arntzen SteelRockford, Ill.
Arntzen SteelRockford, Ill.
Arntzen SteelRockford, Ill.
Arntzen SteelRockford, Ill.
Arntzen SteelRockford, Ill.
LESSONS LESSONS • Deteriorating infrastructure not limited to cities
municipalities or utilities
• Deteriorating Rail Culverts pose serious threat
• Potential for major accident
• Problem needs immediate attention
• Deteriorating infrastructure not limited to cities municipalities or utilities
• Deteriorating Rail Culverts pose serious threat
• Potential for major accident
• Problem needs immediate attention
Pipe RammingPipe RammingPipe RammingPipe RammingCASE STUDIES
Questions?Questions?
ThankYou!
ThankYou!