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92i9ai2000 i'_:9o 9T0-SaS-?339 iPJ-ER-t4TN ENG. • ,~aGE d2 <br />~, • <br />nIntes~oantain <br />~Eeagineea-ingue. <br />CONCRETE BREAK REPORT <br />Inter~AotaNaln Enplnearlnp Ltd. <br />ClimaS Molybdenum Company 77 Mebeall Road, Bo>< OJ8 <br />Avan, Cdorado 87620 <br />Empire, Colorado <br />Inter-MtD. Eog. Project No. 00-0065G 9701940.5072 <br />Far. 970t9d8-9339 <br />BACKGROUND INFORMATION: <br />Sample Identification: #3 Decant <br />Sample Location: #3 Decant Line <br />Sample Dste: June 8.2000 <br />Concrete Supplier: Denver Groutln7: <br />Concrete biix DeaigD: Plug Grout <br />Batch Sixc: N!A <br />benign Strength: 700.1.2001dsi <br />Slump: 7.75 inehes <br />Concrete Temperature:75°F <br />Water Added to Mi:lure: N/A <br />Number of Specimens Collected: 4 cylinders <br />TESTING RESULTS: <br />TrucklLicl:M No.: NIA <br />Batch/Pourcd Times: 0;50 am. <br />Entrnlned Air. Not Measured <br />Unit Weight:J~lot Measured <br />Naar: <br />1. Concrete srrr tested ncrnrding to ASTM Standard C 39 - 86". <br />2. Aoj<aed Z8 Jay strength based upon U.B. Bureau of Standards Famtula for Type I~Cemetu. <br />~ Yalue given it en epproaimntion and is based on presumptive compressive strength of normal Portland canent comets at arty sge. <br />sq in= square inehn <br />qi~ pounds per aquae inch <br />RepoA Ptepered Dy: <br />Dale: <br />Pal Handly <br />SIaR Engineer <br />G.Wendrnren h9ne'Loncre+c 7eufOJ~165~Dcdid). doe <br />Repo Ree4w By: <br />~~~~ ~ /S' UC) <br />Drone Fehringer, P.E, P. <br />ProJeet Enter <br />orrc-.~'~ -rwr ell; ., ,,: PF:+M -oTNT T-~- =L'6 _ 'd:9°FM <br />Summary of Daiiv Concrete Break <br />