Rebar. Welded wire mesh.
Rebar. Rebar is typically 95 percent recycled content from sources such as old cars and rail- road track, for example. More than 4,300 tons of rebar will be used. The specifications for the truss steel do not require a specific recycled content. But al- most all new plates and shapes available have a high recycled content of more than 85 percent. Nearly 2,540 tons of steel will be needed to retrofit the Washington Avenue bridge. Stations, sheet piling and other uses of structural steel, which can include recy- cled steel materials, will account for another 1,185 tons. The project will re-use the Diamond Products building, a vacant former Xxxxxxxx Co. storage facility in Lowertown, for the operations and maintenance facility. By re- using the building, the project will save the cost of producing and delivering more than 12 million pounds of concrete and thousands of pounds of steel. About 50,000 lineal feet of piling supporting the existing floor and roof-support columns will re- main in place. Storm water will be managed using best-management practices, including use of in- filtration trenches, which are rock-filled trenches to be built under curbs and boule- vards along most of University Avenue. Storm water runoff is stored in the voids of the rock-filled trenches and slowly infiltrates through the bottom and into the soil, increasing groundwater recharge. Pollution is also filtered through the soil through this process. Storm water will be managed in other areas of the project through the use of rain gardens and underground infiltration pipe systems. LED lighting will be used throughout the 18 new light rail stations. LED stands for light-emitting diode. LEDs are small light sources that become illuminated by the movement of electrons through a semiconductor material. The U.S. Department of Energy estimates the rapid adoption of LED lighting in the United States over the next 20 years can deliver savings of about $265 billion, avoid the need for 40 new power plants and reduce lighting electricity demand by 33 percent in 2027.
Rebar specifications
Rebar. WAYNE B. WEISMAN EUROPA INTERNATIXXXX, XXX. BY: ----------------------------------------- NAME: TITLE: KNOLL CAPITAL FUND II MASTER FUND, LTD BY: ----------------------------------------- NAME: TITLE: BRISTOL INVESTMENT FUND, LTD. BY: ----------------------------------------- NAME: TITLE: TAJ VENTURES LLC BY: ----------------------------------------- NAME: TITLE: -------------------------------------------- EDWARD KOVALIK -------------------------------------------- NOAM RUBINSTEIN -------------------------------------------- MOSHE MANA -------------------------------------------- DONALD G. SPRINGER FCC CUST. FBO XXX XXXXX XXX # 0001-7196 BY: ----------------------------------------- NAME: TITLE: CRANSHIRE CAPITAL, LP BY: ----------------------------------------- NAME: TITLE: BB PRIVATE EQUITY N.V. BY: ----------------------------------------- NAME: TITLE: CAPE CAPITAL INVESTMENT MANAGEMENT LTD. BY: ----------------------------------------- NAME: TITLE: CAPE CAPITAL INVESTMENT MANAGEMENT LTD. BY: ----------------------------------------- NAME: TITLE: PROVIDENTIA HOLDINGS LIMITED BY: ----------------------------------------- NAME: TITLE: DAKOTA GROUP, LTD BY: ----------------------------------------- NAME: TITLE: HILLSWOOD HOLDINGS LIMITED BY: ----------------------------------------- NAME: TITLE: BY PRIMARY MANAGEMENT LIMITED BY: ----------------------------------------- NAME: TITLE: TETLOE LIMITED BY: ----------------------------------------- NAME: TITLE: BIOVISION INC BY: ----------------------------------------- NAME: TITLE: ADVICORP PLC BY: ----------------------------------------- NAME: TITLE: REPUBLIC NOMINEE LIMITED A/C 1955 FOR AND ON BEHALF OF REPUBLIC NOMINEES LIMITED BY: ------------------------------------------- NAME: TITLE: REPUBLIC NOMINEE LIMITED A/C 2548 FOR AND ON BEHALF OF REPUBLIC NOMINEES LIMITED BY: ------------------------------------------- NAME: TITLE: ---------------------------------------------- SAM DRYDEN ---------------------------------------------- JOHN BALDWIN ---------------------------------------------- STUART BRISTER ---------------------------------------------- HUGH D. EVANS ---------------------------------------------- RICHARD GLASS ---------------------------------------------- ERIC KATZ ---------------------------------------------- WILLIAM H. KISSAM ---------------------------------------------- GRANT KLETTER
Rebar. Beginning at the southeast corner of Lot 1, of the Plat of Medical Tech Park Minor Subdivision, the Point of Beginning; thence S1°36'05"W, a distance of 420.64 feet; thence N88°50'52"W, a distance of 1242.18 feet; thence N1°35'06"E, a distance of 80.00 feet; thence S88°50'52"E , a distance of 60.00 feet; thence N1°35'09"E a distance of 345.16 feet; thence S88°37'43"E, a distance of 1182.27 feet to the Point of Beginning; the parcel described above contains 11.59 Acres, as platted. The above described tracts of land are to be known and designated as the Amended Plat of Lot 2 of the Medical Tech Park Minor Subdivision, Cascade County, Montana, and the lands included in all roads, avenues, alleys, and parks or public squares shown on said plat are hereby granted and donated to the use of the public forever.
Rebar. The supply and installation of reinforcing materials to the site with the types, lengths, diameters and degrees of strength required to ensure proper implementation of the reinforcing work and with the least possible connections. It shall be required before commencing with the armament works, knowing that the approval does not absolve the contractor from bearing full responsibility for the armament works. Also, the reinforcing materials must be cleaned of rust and any other materials, and the armaments should be installed and fixed in their correct positions and linked well using binding wires, supports, chairs and spacers. It is forbidden to pour concrete before taking the engineer’s written approval, and all work must be done according to the specifications and instructions of the supervising engineer. The brickwork must exactly match the dimensions and shapes required according to the concrete that will be poured into it, according to the detailed plans. That the slabs of bricks are adjacent to each other, so that the sump does not leak from them. The contractor is solely responsible for the safety of the block and for every malfunction and damage that may occur as a result of not bearing it. The supervising engineer has the right to inspect the block and request additional supports or ties if he deems it necessary, but this does not absolve the contractor from full responsibility for the safety of the block and the engineer is not responsible for any Malfunction or damage caused. In all cases, the surface of the block must be flat, free of corrugation and close together so as to prevent the flow of the slurry from it. The vertical supports must be of sufficient number and sections to bear the loads that fall on them and in the form that the contractor deems fit, provided that the supervising engineer approves them. The contractor shall ensure the work of sturdy and wide scaffolding and walkways of wood to ensure the progress of work and the carts to transport the concrete during pouring without causing any damage to the rebar or changing its position. The brickwork must be completely cleaned before starting to pour the concrete, and the necessary arrangement must be made for this in the work of the walls and columns by leaving suitable holes for the cleaning process, and the brickwork must be sprayed with water well before starting to pour the concrete. The brickwork must be made for reinforced concrete in parts that can be dismantled each part separat...
