The Manquin, Va Mining project is a welded wire wall constructed in March 2018. The project is located 1045 Dabneys Mill Rd., Manquin, VA 23106. The maximum wall height is 22 feet and 1200 square feet. 

The Gold Bar Project is a hot dip galvanized Welded Wire Wall constructed in May 2018. The wall is located 15 miles from Eureka, Eureka County, Nevada. The designer of the wall was Jepsen Engineering.

WALL GEOMETRY:
•    Welded Wire Wall 
•    Maximum Wall Height of 26’
•    Maximum Mat Length of 20’
•    Seismic acceleration of 0.20g
•    20-year design life – Hot Dip Galvanized
•    2,688 SF
 

The MSE Crusher Wall at Nevada Mine was constructed in 2013. The wall construction was provided by EarthTech West, Ltd, and the wall was designed by Collins Engineering.

Wall Details:

• Welded Wire Wall for Crusher & ArtWeld Gabion Wall (on top of WWW Crusher Wall)
• Maximum Wall Height of 114’
• Maximum Mat (spliced) Length of 80’
• Loads: uniform live load surcharge of 900 psf, for CAT 795 haul truck
• Seismic acceleration of 0.185 g
• 20-year design life – Hot Dip Galvanized steel
• 31,352 SF of Welded Wire Wall & 140 CY of ArtWeld Gabions, 9 gauge, galvanized

The Sorting Facility Ramp project is a mining project constructed in June 2018. The project is located in Montana. The maximum wall height is 28 feet and 8,440 square feet. The designer of the wall was CESaretti Engineered Solutions.

The Nye, Montana Mining Project was constructed in September 2018. The project is located in Nye, Montana. The wall designer was CESaretti Engineered Solutions. 

WALL DETAILS:
•    Welded Wire Wall (one angle point)
•    Maximum Wall Height of 18’
•    Maximum Mat Length of 14’
•    Loads: Factor bearing load – 3,500 psf.
•    Maximum ground acceleration coefficient, A=0.150
•    75-year design life – Black Steel
•     2,592 SF (57 AWG)
 

The Chirano Ghana Mine project was constructed in 2013, and is located in Ghana, West Africa.  The wall was designed by SHN Consulting Engineers & Geologists.

Wall Details:

• Welded Wire Walls (two walls with one angle point each)
• Maximum Wall Height of 42’
• Maximum Mat Length of 32’
• Loads: 3’ soil surcharge, 375 psf.  CAT 998B, 1,900 psf
• Lower tier of headwall is 2,200 psf from the crusher supports.
• 50-year design life – Hot Dipped Galvanized steel
• 581.20 SM / 6256 SF of Welded Wire Wall

The Crusher Wall at Butler Quarry project is a Welded Wire Wall Constructed in 2004.  The wall is located in Butler, Kentucky and was designed by Geotechnical Design Services.

Wall Details:

• Crusher Wall: 3,792 SF, variable base

• 20 year design life (Non-Galvanized Steel )

• Seismic Acceleration of 0.1g

• Design Loading: CAT 785C Off-Highway Mine Truck (550,000 lbs. GVW)

• Maximum Wall height 46’

• Maximum Mat length of  42’

The Bingham Canyon Mine 2002 is a Welded Wire Wall that was constructed in 2002 by Ames Construction Inc., and was designed by Geotechnical Design Services Inc.

Wall Details:

• West Wing Wall: 6,144 FSF (supplied)
• 20 year design life
• Design Loading: Crane CT-2000 Transporter; Maximum Load of 8.5 ksf
• 3 angle points
• Maximum Wall height 42’
• Maximum Mat length of  35’
• Truck Dump Wall: 24,208 FSF (supplied)
• Design Loading: CAT 797 Truck
• 5 angle points
• Maximum Wall height 62’
• Maximum Mat length 40’ 

The SH 145 San Miguel County Project is a Welded Wire Wall Constructed in 2019 in Telluride Co.  The SH 145 San Miguel County wall is owned by the Colorado Department of Transportation and was built by Telluride Gravel, Inc. The wall is 20' tall and 15,500 sf, and was designed by Yeh and Associates.

The Mariposa Port of Entry Project is a Welded Wire Wall and ArtWeld Gabions.  The Mariposa Port of Entry wall is 52 feet tall and 86,000 sf, and also consists of 500 cy of Artweld Gabions.  The Wall is owned by the General Services Administration Public Building Service, it was designed by Geotechnical Design Systems, and was built by Advanced Paving and Construction.