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upr000216-090
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    This material is made available to facilitate private study, scholarship, or research. It may be protected by copyright, trademark, privacy, publicity rights, or other interests not owned by UNLV. Users are responsible for determining whether permissions are necessary from rights owners for any intended use and for obtaining all required permissions. Acknowledgement of the UNLV University Libraries is requested. For more information, please see the UNLV Special Collections policies on reproduction and use (https://www.library.unlv.edu/speccol/research_and_services/reproductions) or contact us at special.collections@unlv.edu.

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    Digitized materials: physical originals can be viewed in Special Collections and Archives reading room

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    University of Nevada, Las Vegas. Libraries

    G c d t fflfa u x i PHONE: TRINITY 1548 CTL C H E M I S T S AND E N G I N E E R S T E S T I N G A N D I N S P E C T I O N 1429 SANTA FE AVE., LOS ANGELES 21, CALIF. REPRESENTATION AT ALL INDUSTRIAL CENTERS R E P O R T O F C O N C R E T E MIX D E S IG N Laboratory No Concrete Date Sub mMititx eDd®es ®i^g®n,® N6oa^* 12945 client: M58d6e0i l Bousing Co# A relm 81vd«, Lm Angola* 3 job nam Jfatha Faeifte M m rvoix Los Vegas, Saved* owner: Loe V eges t o d and l a t e r Oaqpaqr DATE:Cec«Bb«r U , 1945 A R C H IT E C T : CEOngNiTneReArC:TOCRo®o**® *S^» HBOrUaSnldlIagv CO* Sub-Contractor: IN S P E C T O R : PLA N T: sand S o o th e rs Mavada Xniustriaa, U s Vegas# rock Southern Bavada Insiustriaa, Las Vegss# C O N C R E T E M IX N O. M IX D E S IG N J o b S p e c if ic a t io n L a b o r a t o r y R e c o m m e n d e d J o b I S p e c if ic a t io n L a b o r a t o r y R e c o m m e n d e d J o b I S p e c if ic a t io n L a b o r a t o r y R e c o m m e n d e d \tl Proportions: By dry loose volume.. By weight______ ____ Water; gal. per sk. cement__ Strength; P.S.I. @ 28 days— Slump; inches______ —_____ 6 .0 0 5000 5 to 5 Yield; cement, sks. per cu. yd-i- 2.55-2*85 5*95 5900 ?: 3 6*00 Xtl«98t3«! 1*2«12*3«; I 3*30 5000 i 6*500 A n t i f c y d r o j q t a . p e r a a e t e e a u a s t 1 f l 1 «a» MIX NO. r * ;— * ------------------ COMBINED AGGREGATE GRADING B atch Qu a n t it ies in Po u n d s F o r 1 * 9 Cu. Y d s . Cu. Yd s . i f ® c u . Y dsv S iev e S ize % Pa ss in g N o. 2 A gg reg ate................................................. 5 5 2 <** N o. 3 A gg reg ate.________________________ 8 0 4 1 6 8 5 2 .___ N o. 4 A g g reg ate................ ................................. 2 4 9 2 0 8 M W ash ed C o n crete San d . _________ ___ 1 1 9 8 1_____ A sp h alt S an d ________________ ____________ ? ? % ....... 7 6 , 6 A s l i M N 6 0 a * 6 0 a * 5 5 * 4 # * ?*** 4 8 * 8 C e m e n t_________________ ____________ ____ 5 6 4 5 6 4 N o. 8 ... 5 8 * 9 R ecom m ended w a te r; G allon s._________ 3 4 * 5 5 5 * 5 N o. 16.......... 2 6 * 5 1 6 * 8 L A B O R A T O R Y T E S T B A T C H N o. 3 0 ............ 5 * 9 3 * 5 6 , 0 0 * 3 N o. 5 0 ____ 9 * 3 N o. 100______________ 4 * 9 2 9 8 0 o f t a * * 2 8 day cylind ers______________________ 5 7 8 0 5 6 6 6 F .M ..... ...................... Above work performed under direct supervision of Civil Engineers li censed by the State of California. Meets the requirements of job specifications.________________________________________________________ a&ntlhydr© <?# * «* 2 0 * par a&ok aacant, 2 i MeKail Housing Or* 2e Onion Pacific Railroad ARKi Hr* Adamaon Xe Hr* Qearga B* Brando* Is South*** iavad* Industrial Report No— A Respectfully Submitted, CALIFORNIA TESTING LABOi a . ? ^TORIES, II /