Providing Solutions for Deep Foundation Needs
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1 Providing Solutions for Deep Foundation Needs
2 A. H. BECK FOUNDATION CO. INC. Deep Foundation Pioneers
3 JANUARY 09 S M T W T F S 7 DECEMBER FEBRUARY New Year s Day Martin Luther King Day Top page feature photo: Taken in 1958 of a BECK mechanical foundation drilling rig mounted on a Marion Dragline. Top page lower left: August Buddy Beck Jr. and August Gus Beck III (lower left) with crew standing in front of a self contained hydraulic foundation drilling rig that was designed and built by Buddy and Gus. Top Page Lower Right: August Gus Beck III (center) with crew in front of a hydraulic crane attachment for drilling built by BECK. Left: August Beck Sr. (center w/ tie) and August Buddy Beck Jr. (to his right) with crew in front of a mechanical chain driven foundation drilling rig. A. H. BECK FOUNDATION CO. INC. ahbeck.com ph
4 FEBRUARY 09 S M T W T F S Valentine s Day 19 Presidents Day 28 Ash Wednesday 4 11 JANUARY 09 MARCH SH-332 over the Brazos River Brazoria, Texas The $46 million reconstruction CHARLES of State LOWMAN Highway POWER 332 over PLANT the Brazos River required 4-96 drilled shafts 0 deep on each end of the long river span. All 8 of these shafts were constructed with permanent surface casing to bring them up out of the river. BECK manufactured a custom hydraulic drill that attached to 110-ton Link Belt crane in order to excavate the shafts. Concreting the shafts took 0 CY of a Leroy, Alabama specially designed mix developed and supplied by Dorsett Brothers Concrete Supply, Inc., and was completed in less than a 5 hour period. General Contractor: W.W. Webber, LLC Owner: Texas Department of Transportation A. H. BECK FOUNDATION CO. INC. ahbeck.com ph
5 SH-332 over the Brazos River Brazoria, Texas
6 Olin Chlor Alkali Products McIntosh, Alabama
7 MARCH 09 S M T W T F S Daylight Savings Time starts 19 St. Patrick s Day FEBRUARY APRIL Olin Chlor Alkali Products McIntosh, Alabama CHARLES LOWMAN POWER PLANT The retrofit for Olin s McIntosh plant required SynchroPile Post Grouted Drilled Shafts. 31 SynchroPile 36 Post Grouted shafts 5 deep were designed with 90 feet of steel casing. After installation of reinforcing cages, distribution plates were installed to facilitate grouting the shafts after installation. O-Cell load testing verified shaft capacity and the post grouting criteria. All of the shafts for the retrofit program were installed in areas as narrow as within Leroy, Alabama operating areas of the facility. Owner: Olin Chlor Alkali Products McIntosh, Alabama Engineering and Inspection: Thompson Engineering Mobile, Alabama A. H. BECK FOUNDATION CO. INC. ahbeck.com ph
8 APRIL 09 S M T W T F S MARCH April Fool s Day Palm Sunday Good Friday Easter MAY US-90A Underpasses Stafford, Texas This was a multi-phased project CHARLES to allow LOWMAN this heavily POWER traveled roadway PLANT to continue in service throughout the reconstruction. BECK utilized a combination of hydraulic and friction cranes with capacities ranging from tons to 0 tons. Drill rigs included crane attachments, European style IMT rigs, and track mounted rigs manufactured by BECK. Temporary casing was installed and extracted with a vibratory hammer in the top portion of the slurry displaced shafts which were exposed to install the precast retaining wall panels. Many of the reinforcing steel cages were constructed Leroy, Alabama and placed in multiple sections because there was not enough working room to construct and hoist the entire cage in one piece. Work every phase of the project was completed prior to the milestone date of the project schedule. General Contractor: Texas Sterling Construction L.P. Owner: Texas Department of Transportation A. H. BECK FOUNDATION CO. INC. ahbeck.com ph
9 US-90A Underpasses Stafford, Texas
10 SANDOW RETROFIT Rockdale, Texas
11 MAY 09 S M T W T F S 5 APRIL JUNE Mother s Day Memorial Day Observed Sandow Retrofit - rockdale, TEXAS The Sandow Unit 4 Environmental Retrofit Program required a tight schedule to comply with various governmental regulations. BECK was contracted to design and build a shoring wall to protect sensitive ID fans and perform substructure work to install 308 drilled caissons. The shoring wall designed by BECK included 1 - diameter tangent piles feet deep constructed with only 11 of head room. The main SCR foundations required 308 drilled shafts, some 65 feet deep. The engineers required Type V Cement so BECK produced all of it onsite with volumetric mixers. General Contractor and Engineering: Fluor Enterprises, Inc. Inspection: Mactec Engineering and Consulting, Inc. Owner: Luminant Generation Company, LLC A. H. BECK FOUNDATION CO. INC. ahbeck.com ph
12 JUNE 09 S M T W T F S Father s Day MAY JULY AT&T Center San Antonio, Texas CHARLES LOWMAN POWER PLANT The project consisted of 80 drilled shafts 42 diameters, up to 90 feet deep with some bells 90 - all for the new home of the San Antonio Spurs. The project also included 5 soldier piers, some 38 deep for a system designed to protect the existing Freeman Coliseum and drilled a tunnel connecting the two structures. BECK performed layout, drilled shaft excavation, and spoil removal - all turnkey. Leroy, Alabama Construction Manager: Project Control of Texas General Contractor: Hunt Construction Owner: Bexar County, San Antonio, TX A. H. BECK FOUNDATION CO. INC. ahbeck.com ph
13 AT&T CENTER San Antonio, Texas
14 AVE DE LOIZA PR Puerto Rico
15 JULY 09 S M T W T F S 7 28 JUNE AUGUST Independence Day Ave De Loiza Puerto Rico CHARLES LOWMAN POWER PLANT This project consisted of a total of drilled shafts foundations, 96 inches in diameter with depths up to 100 feet. Rock sockets of 5 feet into basalt with hardness over 8,000 psi. Leroy, Alabama General Contractor: Del Valle Group S.E. Owner: Puerto Rico Highway and Transportation Authority A. H. BECK FOUNDATION CO. INC. ahbeck.com ph
16 AUGUST 09 S M T W T F S 5 JULY SEPTEMBER Cemex USA Balcones Cement Plant Expansion New Braunfels, TX The project consisted of more than 60,000 linear feet of drilled shaft up to 60 in diameter and 95 feet in depth. More than 30,000 cubic yards of drilled shaft concrete was placed in the 1000 plus shafts on the project. The fast track, design as you go nature of the project required detailed coordination between engineers, the owner, contractors on site, and suppliers to ensure that the overall project remained on schedule and stayed within budget. The drilled shaft portion of the project was completed on schedule in under 9 months. The Balcones Fault geologic formation underneath the site provided for a wide array of subsurface conditions. Casings up to 40 in length, bentonite slurry, and underwater concrete placement methods and equipment were all utilized to install the shafts in a timely fashion. Low overhead drilling and concrete pumping equipment was also used to install shafts inside existing materials storage buildings to help reduce the cost of the plant expansion. General Contractor/Project Manager: Zachry Construction Corporation Andy Power Civil Site Contractor: CCC Group, Inc. Paul Brunsvold, Project Manager Engineering and Inspection: Consultec International, Inc. AMEC Owner: CEMEX Cement of Texas, L.P. Jon Glynn, Project Manager Greg Hein, Project Engineer A. H. BECK FOUNDATION CO. INC. ahbeck.com ph
17 Cemex USA Balcones Cement Plant Expansion New Braunfels, Texas
18 AEC Micropiles Leroy, Alabama
19 SEPTEMBER 09 S M T W T F S AUGUST Labor Day OCTOBER AEC MICROPILES LEROY, ALABAMA Charles Lowman Power Plant Limited Access Micro Piling Project The project was confined to the alley way of Charles R. Lowman Power Plant in Leroy, Alabama. The SCR and ductwork foundations were a part of the coal fired plant s air quality control additions. Due to settlement concerns of the existing adjacent booster fan foundations the micropiles needed to be installed with minimal vibration. In order to maintain the integrity of the existing foundations 100 LF of permanent casing was installed in each of the 32 piles down to the limestone formation at elevation The permanent casing also helped stabilize the piles in CHARLES LOWMAN POWER PLANT the alluvial soils and prevented the intrusion of the artesian water present at location. The micropiles were all reinforced with a single no. Williams Bar centrally located within the pile, and had 5000 psi grout, batched on the site, pumped to the bottom of the pile. A load test was performed on the piles to ensure the designed uplift requirements were achieved for the piles. Leroy, Alabama General Contractor: Continental Construction Company, Inc. Jim Brooks, Project Manager Engineering and Inspection: Black and Veatch Paul Ritch, Site Manager A. H. BECK FOUNDATION CO. INC. ahbeck.com ph
20 OCTOBER 09 S M T W T F S 6 SEPTEMBER NOVEMBER Columbus Day Halloween ih 10 replacement bridge Gulfport, Mississippi This project consisted of 97 drilled shaft foundations 60 inches in diameter, between 90 and 1 feet in depth. Phase I of the project had to be constructed in between the two existing IH 10 bridges, leaving a working width of only eighty feet (80 ). The scope of work also included an Osterberg cell load test for design verification. Due to the footing for the new bridge foundations (consisting of clusters of -60 diameter shafts) and the narrow working width between the bridges, BECK used long reach drill attachments they had fabricated to be able to reach across the footings and construct each one from only one side. ENGINEER: Mississippi Dept. of Transportation A. H. BECK FOUNDATION CO. INC. ahbeck.com ph
21 ih 10 replacement bridge over jourdan river Gulfport, Mississippi
22 LEE ROY SELMON CROSSTOWN EXPRESSWAY Tampa, Florida
23 NOVEMBER 09 S M T W T F S Veteran s Day Thanksgiving OCTOBER DECEMBER LEE ROY SELMON CROSSTOWN EXPRESSWAY Tampa, Florida CHARLES LOWMAN POWER PLANT During construction of a 5 mile elevated section of the Leroy Selmon Crosstown Expressway, it was discovered (through no fault of AHB) that the installed drilled shaft foundations had insufficient capacity to carry construction loads. This deficiency was not discovered until approximately half of the segmental bridge was constructed and a failure occurred at the leading edge of construction. A geotechnical investigation determined of the constructed bents needed remediation diameter sister shafts with depths of up to 90 where installed at each deficient bent. The sister shafts had to be installed under the existing bridge, with as little as clearance, and in the 45 median between the existing grade lanes of the toll road. BECK s limited access drilling capabilities Leroy, were required Alabama to complete the remediation foundations. Temporary casings were installed down to limestone, and drilling fluid was used to stabilize the remainder of the excavation. A casing oscillator designed by BECK was used to advance the casing, and a low clearance drill rig designed and manufactured by BECK was used to excavate the foundations. After the excavation, the shafts where cleaned and SID tested. The reinforcing cages and CSL tubes had to be spliced over the excavation and set in concrete with a pump, also designed and built by BECK. ENGINEER: Ardaman & Associates, Inc. A. H. BECK FOUNDATION CO. INC. ahbeck.com ph
24 DECEMBER 09 S M T W T F S NOVEMBER Christmas New Year s Eve JANUARY PR By-pass Comerio, Puerto Rico This project consisted of CHARLES 111 drilled LOWMAN shafts up POWER to 96 PLANT diameter with depths between and 85 feet. The shafts were drilled into rock formations with a hardness from 8,000 to,000 psi RQD 30% at 100%. Due to the extremely hard rock formations, BECK utilized specialty tools including a 48 down hole hammer to penetrate the rock. This project had many unique challenges Leroy, Alabama including environmental restrictions, flooding during the rainy season and the effects of the hurricane season. General Contractor: Las Piedras Construction Owner: Puerto Rico Highway Authority A. H. BECK FOUNDATION CO. INC. ahbeck.com ph
25 PR-778 By-Pass Comerio, Puerto Rico
26 A. H. BECK FOUNDATION CO. INC. Deep Foundation Pioneers
27 JANUARY 10 S M T W T F S 6 DECEMBER FEBRUARY New Year s Day Top page feature photo: A.H. Beck Foundation Company in early years Top page lower left: The first mechanized drill rig 1930 s steam shovel converted to a foundation drilling rig. Top Page Lower Right: 19 August Henry Beck Sr. (left) operating his steam powered shovel. Left: August Beck Sr. (center w/ tie) and August Buddy Beck Jr. (to his right) with crew in front of a mechanical chain driven foundation drilling rig. A. H. BECK FOUNDATION CO. INC. ahbeck.com ph
28 JANUARY FEBRUARY MARCH APRIL A. H. BECK FOUNDATION CO. INC. SH-332 over the Brazos River Brazoria, TX Olin Chlor Alkali Products McIntosh, AL US-90A Underpasses Stafford, TX may june july august SANDOW RETROFIT Rockdale, TX AT&T CENTER San Antonio, TX AVE DE LOIZA PR Puerto Rico Cement Plant Expansion New Braunfels, TX SEPTEMBER OCTOBER NOVEMBER DECEMBER AEC Micropiles Leroy, AL ih10 bridge over jourdan river Gulfport, MS SELMON CROSSTOWN EXPRESSWAY Tampa, FL PR-778 By-Pass Comerio, Puerto Rico 09 AT A GLANCE JANUARY 09 FEBRUARY 09 MARCH 09 APRIL 09 MAY 09 JUNE JULY 09 AUGUST 09 SEPTEMBER 09 OCTOBER 09 NOVEMBER 09 DECEMBER Houston branch Office 650 Hycohen Houston, Texas Phone (7) Fax (7) Puerto Rico branch Office Luchetti Industrial Park, Suite #2 #5 Road #5, KM..2 Bayamon, Puerto Rico Phone (787) 6-48 Fax (787) Blanco Rd. San Antonio, Tx 786 ph
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