A combined hotel and luxury apartment tower and a new office high rise are included in the Lincoln Square Expansion II project in downtown Bellevue, Wash.
A new record for the largest continuous concrete pour was set in Washington state for the foundation of the Lincoln Square South tower. However, it was short-lived; as less than a month later, the tower next to it beat the record. Vital to both high-profile concrete pours were Putzmeister placing systems, seven truck-mounted boom pumps and a high-pressure trailer pump — all supplied by Ralph's Concrete Pumping Inc. of Seattle.
The two skyscrapers, part of a $1.2 billion Lincoln Square Expansion II project, offer a 1.5 million sq. ft. mixed-use development in the heart of downtown Bellevue. The site consists of Class A offices, including a six-level, 2,200-car underground parking garage, 231 luxury residences, 245-guestroom W Hotel, as well as upscale retail, restaurants and entertainment. Having consumed an approximate total of 140,000 cu. yds. (107,037 cu m) of concrete, the three-year project is complete with occupancy ongoing.
Building the impressive structures was not an easy feat. The area is two city blocks long and one city block wide, so after the earth was excavated, nearly three million pounds (1,360 t) of rebar was installed to prepare the site for a 10-ft.-thick (3.05 m) concrete foundation. For the first mat, two 40Z-meter detachable placing booms, plus five 61-meter and two 40Z-meter boom pumps continuously placed 13,400 cu. yds. (10,245 cu m) of concrete in 16 hours to set the first record in January 2015.
Access to the foundation was 75 ft. (22.86 m) below street level. In the hole, a 40Z-meter placing boom with a Putzmeister tower was installed in a footing early on, as it would be used for both the mat pour and for the climb to the top of the 32-story high rise. Another 40Z-meter placing boom also was set atop a freestanding tower with a ballasted base. This configuration avoided pouring another footing.
From street level, concrete was supplied to each placing boom by two 40Z-meter truck-mounted boom pumps. Each unit pushed concrete directly from their hoppers through 5-in. (12.5 cm) pipeline that traveled down the sides of the hole and then horizontally to the two different placing boom towers — the pipe stretched 500 ft. (152.40 m) to one placing boom location, 175 ft. (53.34 m) to the other. Meanwhile, five 61-meter boom pumps were set up around the hole's perimeter; they provided long 183 ft. 9 in. (56 m) horizontal reaches with plenty of reach to access all parts of the large area.
"An enormous amount of strategic planning was required to execute a pour of this size," said Jacob Gribble, co-owner of Ralph's. "Our equipment pumped flawlessly during the long pour, and all went according to plan."
Less than a month later, Ralph's was on site once again to handle a new record-setting pour of 13,690 cu. yd. (10,467 cu m) of concrete in 24 hours. This was for the 450-ft. (137.16 m) tall North Tower (hotel and residences). However, this time, it was not only the size but the complexity of the mat pour that made this both a new state record as well as a feat of ingenuity.
Gribble said, "When comparing the two pours, the second one was definitely the most logistically difficult because we had to think outside the box and figure out innovative ways to set up concrete placing equipment as access to the area was extremely limited."
Concrete pumps were not allowed to set up in a neighboring parking lot, which would have offered perfect access and convenience to the site. Since permission was refused, creative solutions were developed, which required five placing booms (a mix of 38- and 40Z-meter sizes), six 61-meter boom pumps, a high-pressure trailer pump and literally thousands of feet of pipeline.
The mounting configurations of the five placing boom towers varied. A placing boom with a tower on the south side was already in place from the first pour and would be used again and two more towers with ballasted bases were installed outside the mat on the west side.
In addition, two footings were poured for two freestanding towers in the middle of the hole (east side). These two towers, in particular, would become a part of the foundation because after the mat pour was finished, the placing boom and upper tower sections were removed, and the remaining 10-ft. (3 m) tower section at the bottom ended up buried in the concrete. To be flush with the concrete, any pieces of the tower section sticking above the concrete were sawed off.
Gribble said, "It turned out to be a logical, as well as economical, solution."
Supplying the concrete to the five placing booms were four 61-meter boom pumps at street level. The units used .16H pump cells, capable of up to 210 cu. yd. an hour (160 cu m) outputs, as well as standard high-pressure S-Valves, so there was plenty of volume and pressure. Plus, a BSA 2110 HP-D trailer pump, capable of outputs up to 133 cu. yd. an hour (102 cu m), also was utilized to pump the concrete. An extensive amount of pipeline traveled down the sides of the deep hole and went in various directions to reach each placing boom tower.
OSS Solves Setup Dilemma
Another resourceful approach to access the pour involved two 61-meter boom pumps, facing cab-to-cab, that were set up in a narrow alley on the north side. The setup in the extremely tight confines was only possible due to the one-sided support (OSS) outrigger system. OSS reduces the outrigger extension on one side of the unit to create an overall smaller machine footprint. In this case, the outrigger width was reduced by 10 ft. (3.05 m), which enabled a tight fit in the spot.
OSS has been a standard feature on Putzmeister 61-meter boom pumps since 2006 when the model was introduced, and its benefit has proven beneficial.
"This setup would have been impossible without OSS on our Putzmeister boom pumps," Gribble said.
More than 80 mixer trucks from five local concrete plants dispatched a self-consolidating concrete mix that was specified for the bottom 18 in. (45.7 cm) of the foundation to ensure proper concrete consolidation where large concentrations of reinforcing bars occur. The remaining foundation used a low-heat concrete mix to minimize temperature differential between the center of the mat and the exposed top surface.
"Everything went exceptionally well," said Gribble. "Our Putzmeister equipment delivered the necessary volume, as well as provided really smooth concrete outputs during the round-the-clock pour."
Rising With Efficiency
After two successful mat pours, the massive six-level garage that covered the entire footprint, along with a three-level podium commons area and the two skyscrapers rose quickly from the ground. The larger 61-meter boom pumps, with vertical heights up to 197 ft. 2 in. (61 m), were used whenever possible to place concrete for anything within their reach. However, Putzmeister placing systems were the main source of concrete placement for the two skyscrapers, with a crane flying four placing booms among eight strategically placed tower locations.
"For a quicker process of flying the placing booms, Series II is an absolute ‘must'," said Gribble. Series II features exclusive hydraulic connection technology where the operator can easily couple and uncouple individual color-coded hydraulic hoses while not under pressure.
Plus, as the placing booms do not require counterweight, time and labor savings were realized.
Other efficiencies also were noted.
"With the 50-foot Putzmeister tower, we could pour two floors and then jump the tower compared to only one floor per jump, which is more common with other systems," said Gribble. "This is significant because, with fewer jumps, it reduces expensive crane costs."
When tackling the high rises, Gribble said, "One of the biggest obstacles was the very hot mixes — high strength, high heat — which made pumping challenging."
To accommodate the difficult mixes, two BSA 14000 HP-D trailer pumps with 8 in. (20 cm) cylinders and powerful 630 hp (47 kW) Cat engines provided the power to reach the top level. They were especially put to the test when they needed to accommodate the 9C mixes, which were super hot. The trailer pumps have the capability to provide both high outputs up to 133 cu. yd. an hour (102 cu m), and high pressures up to 2,176 psi (150 bar) — both on the rod side.
The general contractor, Bellevue-based GLY Construction Inc. was selected to handle the colossal project. Having worked with Ralph's for decades, its past experience led it again to rely on the company's concrete placing services. The pumper has been in business since 1965 so experience is prevalent, and the fleet is expansive, serving customers from 11 offices across Washington and Oregon. Previously under the direction of Skip Gribble, the company is now owned and operated by his three sons — Jacob, Josh and Isaac — who grew up in the business. Skip, although still involved with long-term decisions, is enjoying semi-retirement in Arizona, with his sons carrying on his legacy.
For more information about Putzmeister, visit www.PutzmeisterAmerica.com.
Developer: Kemper Development Company — Bellevue, Wash.
Architects: Sclater Partners Architects — Seattle, Wash.; and HKS Architects
General Contractor: GLY Construction, Inc. — Bellevue, Wash.
Ready Mix Supplier: Cadman Heidelberg Cement Group — Bellevue, Wash.
Concrete Pumping Contractor: Ralph's Concrete Pumping Inc. — Seattle, Wash. with 11 locations: Malby, Lakewood, Ellensburg, Wenatchee, Twisp, Moses Lake, Yakima, Richland, Wash.; and Portland and Salem, Ore.
Equipment: Putzmeister placing system with 38- and 40Z-meter detachable placing booms with Series II, TG-10 bolt towers with freestanding and ballasted base mounting configurations; 40Z-meter and 61-meter truck-mounted boom pumps; BSA 2110 HP-D trailer pump; BSA 14000 HP-D trailer pumps