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Completed Becho Projects
San
Francisco Bay Bridge West approach I-80
Wickenburg I-93
Tempe Town Lake
Milltown Dam
Red Cloud
More
Picture’s of Jobs Becho has Completed
San Francisco Bay Bridge West approach I-80
General Contractor: Tutor Saliba Corp.
Large diameter pile 2.8 meter to 900mm, 440 Shafts all poured
under water, CSL tested by Caltrans. Five year project, Becho
had multiple cranes, Drill rig, and Oscillators for both Low
clearance, and Large Diameter Piles. Finished early for Tutor
Saliba.
    
Wickenburg I-93
General Contractor: Southwest Asphalt Paving
Becho poured caissons and columns for bridge deck monolithically
to save time, and money for the General Contractor and the owner
ADOT. 2200mm 120 feet piles while drilling Becho encountered
22,000psi Granite rock which was hand drilled and blasted out
in small portions, chisel and grabbed.
Tempe Town Lake
General Contractor: McCarthy Construction
Becho had four drill rigs, two cranes, and oscillators drilling
in water, cobble and boulders using casing was used to keep
the cost of concrete overrun down for the General Contractor
who was purchasing the concrete.
      
Milltown Dam
General Contractor: Conti Construction
Reinforcing the existing piles, Becho’s barges, equipment
and crews worked 24hrs a day 7 days a week to under pin the
I-90 Freeway project for Montana DOT. Emergency Project for
MDOT
    
Red Cloud
General Contractor: Granite Construction
43,000 square foot soilnail wall, completed in three and
half months. 27,000LF of soilnails drilled, 2,500 yards of shotcrete
placed, and then for environmental friendly design placed sandstone
rocks to enhance the design.
       
More Picture’s of Jobs Becho has Completed
Some of Becho's Completed Projects
| Project |
Date |
Description |
Contractor |
Location |
| Church History Library
|
2007 |
Deep excavation SoilNail wall, |
Jacobsen/Swinterton JV |
Salt Lake City |
| LDS Church |
2006 |
Micro Piles for tunnel under West Temple |
LDS Church |
Utah |
| |
|
|
|
|
| Mckenzie River I -5 Bridge |
2007 |
8 Caissons for new bridge 2 meter Shafts |
Hamilton Construction |
Oregon |
| |
|
Fast track project for fish window |
ODOT |
|
| |
|
|
|
|
| Sauk River Bridge |
2007 |
2.8 Meter Oscillated Shafts |
Mowatt Construction |
Darrington |
| |
|
Caissons for new bridge fast track project |
Eugene Oregon |
Washington |
| |
|
|
|
|
| Tanner Bldg BYU |
2007 |
Micro piles, and shoring for excavation |
Jacobsen Construction |
Provo |
| |
|
|
LDS Church |
Utah |
| |
|
|
|
|
| Milltown Dam I-90 |
2007 |
Reinforcing the existing piles, Drill thru Solid
Steel |
Conti |
Missoula |
| Montana Dot |
|
Emergency Project for MDOT |
Montana DOT |
|
| |
|
|
|
|
| Fontainebleau Casino |
2007 |
756 caissons 36"diameter Completed in 3 months
|
Turnberry West |
Las Vegas |
| Podium South |
|
Drilling in hard caliche |
|
Nevada |
| |
|
|
|
|
| Red Cloud Condos |
2007 |
47,000 SoilNail, Double wall shotcrete 9"
|
Granite Construction |
Park City |
| |
2006 |
2500cuyd of shotcrete |
|
Utah |
| |
|
|
|
|
| Encore Phase 2 |
2007 |
Caissons & Tie backs |
Tutor Saliba |
Las Vegas, |
| Wynn Casino |
2006 |
|
|
NV |
| |
|
|
|
|
| Planet Hollywood |
2007 |
36" to 48" diameter Caissons up to 105' deep |
Tutor Saliba |
Las Vegas |
| Aladdin Hotel |
2006 |
Excavation & Shoring |
|
Nevada |
| |
|
|
|
|
| San Francisco
|
2007 |
24" to 120" diameter Caissons up to 154' deep |
Tutor Saliba |
San Francisco |
| Bay Bridge |
2003 |
|
|
California |
| |
|
|
|
|
| Hayden Ferry Lake
|
2006 |
60 caissons, 48" diameter, 50' deep |
McCarthy Building Corp. |
Tempe |
| Side Condos |
|
Drilled 3' into Basalt Bed Rock |
|
Arizona |
| |
|
|
|
|
| MGM Grand |
2006 |
104 caissons, 4' diameter, 55' to 80' deep |
Marnell Corrao |
Las Vegas |
| Tower C |
|
Drilling in hard caliche |
|
Nevada |
| |
|
|
|
|
| MGM Grand |
2005 |
104 caissons, 4' diameter, 55' to 80' deep |
Marnell Corrao |
Las Vegas |
| Tower B |
|
Drilling in hard caliche |
|
Nevada |
| |
|
|
|
|
| University of New Mexico |
2005 |
210 each, 2' dia. to 7' dia. caissons 65' deep |
Jaynes / J.E.Dunn J.V. |
Albuquerque |
| Children's Hospital |
|
20,000 square feet of shoring |
|
New Mexico |
| |
|
|
|
|
| Sky Harbor Intl |
2005 |
59 caissons, 5' to 8' diameter |
D. L. Withers |
Phoenix |
| Economy Parking Str. |
|
50' deep |
|
Arizona |
| |
|
|
|
|
| I-5 Bridge Over the |
2004 |
7' diameter caissons, up to 60' deep |
Hamilton Construction Co. |
Eugene |
| Willamette & McKenzie River |
|
in 15,000 psi rock |
|
Oregon |
| |
|
|
|
|
| Bellagio Hotel Casino |
2003 |
217 caissons 3' diameter 40' deep |
Marnell Corrao |
Las Vegas, |
| Spa Tower |
|
Load test to 2,300,000 lbs. |
So. Polaris |
Nevada |
| |
|
|
|
|
| Inn of the Mt Gods |
2003 |
489 caissons 2' to 5' diameter |
Centex Construction Co. |
Mescalero, NM |
| |
|
40' to 80' deep |
|
|
| |
|
|
|
|
| Big I Project |
2001 |
3' to 10' diameter caissons 90' deep |
Twin Mt. Construction |
Albuquerque |
| Albuquerque Highway |
|
|
Albuquerque, New Mexico |
New Mexico |
| |
|
|
|
|
| Benicia Bridge |
2001 |
8' diameter caissons 86' deep |
Mowat Construction |
San Francisco |
| New Bridge |
|
in Sandstone Bedrock |
Woodinville, Wa. 98072 |
California |
| |
|
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|
|
| |
|
|
|
|
| INTEL Fab 22 |
2000 |
3' to 7' diameter caissons |
Hoffman General Contractor |
Phoenix |
| |
|
35' to 55' deep |
Chandler, Arizona 85248 |
|
| |
|
|
|
|
| Main Street Parking |
1999 |
200 each caissons with tiebacks, |
Jacobsen Oakland JVT |
Salt Lake City |
| Garage |
|
underpinning, & lagging |
Salt Lake City, Utah |
|
| |
|
|
|
|
| Marriott Mt Side |
1999 |
200 + caissons 2' to 6' diameter |
EMJ Corporation |
Park City, UT |
| Resort |
|
Drilled into Limestone Bedrock 20' to 40' deep |
Fort Worth, Texas |
|
| |
|
|
|
|
| Rail Road Shoe Fly |
1999 |
Shoring and tiebacks |
D H Blattner |
|
| Behind Rio Casino |
|
|
St. Paul, Minnesota |
|
| |
|
|
|
|
| Venetian Casino |
1998 |
3' diameter caissons 40' deep |
Lehrer, McGovern & Bovis |
Las Vegas |
| |
|
|
Las Vegas, Nevada 89109 |
|
| |
|
|
|
|
| Ferry St. Bridge |
1998 |
5' diameter caissons in Basalt Bedrock |
Mowat Construction |
Eugene, Oregon |
| |
|
in tight conditions with low overhead clearance |
Woodinville, Wa. 98072 |
|
| |
|
|
|
|
| Sahara Casino |
1997 |
6' & 7' diameter caissons |
Hensel Phelps Const |
Las Vegas |
| |
|
35' deep |
Las Vegas, NV 89114 |
|
| |
|
|
|
|
| Geoff Bridge |
1997 |
Drilled from barge in the Snake River |
Harcon, Inc. |
Riggins, Idaho |
| |
|
2 each caissons 5' diameter, 60' deep |
Spokane, Wa. |
|
| |
|
in 28,000 psi bedrock |
|
|
| |
|
|
|
|
| Rio Casino |
1996 |
3' to 6' diameter caissons into |
Marnell Corrao |
Las Vegas |
| |
|
caliche, approximately 40' deep |
Las Vegas, Nevada |
|
| |
|
|
|
|
| New York New York |
1996 |
3', 4' & 5' diameter caissons |
Marnell Corrao |
Las Vegas |
| Casino |
|
50' deep |
Las Vegas, Nevada |
|
| |
|
|
|
|
| Circus Circus
|
1995 |
3' to 9' diameter caissons |
Perini Building Company |
Las Vegas |
| Grand Slam Canyon |
|
Varied 35 feet to 45 feet in |
Las Vegas, Nevada 89103 |
|
| |
|
depth. |
|
|
| |
|
|
|
|
| Treasure Island |
1993 |
4' diameter caissons 35' deep |
Marnell Corrao |
Las Vegas |
| |
|
|
Las Vegas, Nevada |
|
| |
|
|
|
|
| |
|
|
|
|
| Flamingo Hilton |
1993 |
150 caissons 4' to 7' diameter |
Mardian Construction |
Laughlin |
| |
|
35' deep |
Perini Building Company |
|
| |
|
|
|
|
| Station Casino, Inc. |
1993 |
2' diameter caissons 40' deep |
Marnell Corrao |
Las Vegas |
| |
|
|
Las Vegas, Nevada |
|
| |
|
|
|
|
| Holiday Inn |
1990 |
300 each 3' diameter caissons |
Mardian Construction |
Las Vegas |
| (Harrah's Club) |
|
|
Perini Building Company |
|
| |
|
|
Las Vegas, Nevada 89103 |
|
| |
|
|
|
|
| Circus Circus |
1986 |
600 each, 3' diameter caissons, 30' deep |
Marnell Corrao |
Laughlin |
| Hotel |
|
|
Las Vegas, Nevada |
|
|
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