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Report Number: 23021028.0054 - ~~-~ ~ ~--~ <br />Service Date: ::.December 18, 2002 at72 Center Park Drive <br />`„,r.,=. _.. _: ,_.j _. ~ ~ Colorda Springs, Calordo 30916 <br />.;,:-<;.>::,_..: _ ... (719)597-2116 <br />t' Ames Construction Report Date:. December 18, 2002 <br />+ '.~ Attn: Eric Chiassori Project: PHASE IV Pad ~ 7 <br />18450 E. 28th Ave Cripple Creek and Victor Mine <br />.Aurora CO 80011 Victor, CO <br />Project Number: 23021028 <br />9aterial informs#ion <br />pecified Strength: 4000 psi @ 28 Days <br />atch Time: 10:03 <br />upplier: Transit Mix <br />ruck No: 18 <br />tix I.D. No.: 14502010 <br />Eater Added Onsite t3efore Test: <br />later Added Onsite After Test: <br />Meld Test Data <br />Test <br />;lump, inches: <br />dr Content, %: <br />oncrete Temperature:° F: <br />,mbient Temperature, ° F: <br />'!astir; Unit Weight, pcf: <br />F' ;:,~;, <br />a fo Tesf Dafa <br />Ticket No: ,1449742 <br />0 Galicns <br />0 Gallons <br />Result <br />3Y+ <br />N/A <br />N/A <br />15 <br />N/A <br />Set Specimen Diameter Area <br />No. ID (inches) (sq. inches) <br />3 A 4.00 12.57 <br />Sample Information. <br />Sample Time: 11:00 <br />Technician: Contractor <br />Weather Conditions: <br />Accumulative Yards: 70 <br />Placement Method:_ guckei <br />Sample Locations: Same <br />Placement Location: UG 498 <br />Date Cast: December 18, 2002 <br />Specification Test Method <br />2-5 ASTM C-172 <br />N/A ASTM C-143 <br />ASTM C-231 <br />ASTM C-31 <br />', ASTM C-1064 <br />Age at Maximum Compressive <br />Date Test Load Strength <br />Tested (days) (Ibs) (psi) <br />12/26!2002 8 60,740 4,830 <br />a <br />a <br />a <br />c <br />g 4.00 12.57 01/02/2003 15 71,830 5,720 <br />C 4.00 12.57 01/15/2003 28 79,670 6,340 <br />D 4.00 12.57 01115/2003 28 77,500 6,170 <br />Average 6,260 <br />- rerrorm cnmpressrve svengtn <br />test cylinders cast by others and delivered to the laboratory. <br />~ests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client <br />ted shove and shall not be reproduced except in full without the written approval of Terracon. Test results transmitted herein are only applicable <br />e actual samples tested at the lorationfs) referenced and are not necessarily indicative of the properties of other apparently similar or identical <br />Fracture <br />Type <br />Page 3 of 4 o~_ a~F.,..~.. <br />