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WSP12366
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Last modified
1/26/2010 4:14:46 PM
Creation date
10/12/2006 5:34:10 AM
Metadata
Fields
Template:
Water Supply Protection
File Number
8210.140.20
Description
Colorado River Basin Organizations and Entities - Colorado River Basin States Forum - California
State
CA
Basin
Colorado Mainstem
Date
1/1/1940
Author
Metro Water District
Title
Metropolitan Water District of Southern California - Second Annual Report
Water Supply Pro - Doc Type
Annual Report
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<br />I <br />:1 <br />I <br />I <br /> <br />I <br />l <br /> <br />l <br />.' <br /> <br /> <br />l' <br />~ <br />It <br />! <br /> <br />,., <br />~, <br />l <br />I <br />, <br /> <br />i;; '~Ij <br /> <br />SAN J.^CINTO TUNNEL <br /> <br />23- <br /> <br />adit, wOl'king toward the east. Placing of invert concrete was begun <br />near the same station on November 1st and finished to the pre- <br />viously lined section at the west end of the Cabazon pioneer on De- <br />cember 3rd, a total of 10,369 feet being completed in this time. <br />The 9,341 feet of invert between the east end of the Cabazon pioneer <br />and Cabazon adit was placed in the four weeks from January 8 to <br />February 4, 1939. <br />In the meantime arch forms had been moved in and set against <br />the arch concrete previously placed by the west portal crews, 582 <br />feet east of Lawrence adit, in preparation for the final run in this <br />eastern portion of the tunnel. Arch concreting was started Feb- <br />ruar>' 8th and the remaining 20,232 feet was completed May 22, <br />1939, involving the hauling, mixing, and placing of 64,163 cubic <br />yards of concrete. The best week's progress was 2,063 linear feet. <br />The best month was March, when in 93 shifts 19,783 cubic yards <br />of concrete were placed in 6,437 feet of arch, an average of 8.65 <br />feet and 26.6 cubic yards per hour. <br /> <br />West POl.t"l Pt"nt <br />The concrete lining crew.. in the western portion of the tunnel <br />continued placing operations concurrently with excavation until <br />the connection was made, in November 1938, between the Potrero <br />and Lawrence headings. In order more readily to handle the large <br />volur11e of inflowing water, standard procedure was to prepare a <br />section for lining, place concrete curbs along both sides with drain <br />tile as needed, and follow at a short distance with the invert. In- <br />flowing water was either diverted into the pioneer or piped over the <br />area of operations to be dumped on the completed invert west of <br />Potrero. shaft 01'_ pUj11P.ed to Jlle ",est p'ortal. .Temporar>> bridging <br />for track was moved along on the curbs, being progressively re- <br />placed by a bridge supported on posts resting on the newly finished <br />invert. Then arch forms were set on tLe curbs and the arch concrete <br />placed to complete the section. <br /> <br />Prior to June 30,1938, in Potrero East, concrete curbs and invert <br />had been completed to a point 6.112 feet east of Pob'era shaft, and <br />arch concrete was being placed from that point toward the shaft. <br />During July and August this arch work was finished to a connection <br />with the existing lining just west of Potrero shaft, except for three <br />short sections temporarily left unlined. The concrete placing crews <br />then advanced curbs and invert as rapidly as possible behind the <br />excavation forces. When the headings met, November 19, 1938, <br />
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