2004-10-18_REVISION - M1980244 (6)

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-~: ~ . n- ~.:a.: Report Number: ,23021028.0054 Service Date: -,,December 18, 2002 ~;, ~*• ,a,. w. ,~~i= CI ,~. Ames Construction '#''~'Attn: Eric Chiasson 18450 E. 28th Ave Aurora CO 80011 Ulateria/Information Ipecified Strength: 4000 psi @ 28 Days latch Time: 5:48 supplier: Transit Mix ruck No: 92 Ticket No:.132244 4ix I.D. No.: 14502010 Dater Added Onsite Before Test: 0 Gallons /ales Added Onsite After Test: 0 Gallons 'ieid Test Data 'Protect PHASE N Pad ; ~' - ((~ J _:Cripple Creak and Victor Mme ~-/ Victor, C0 - ;~ Project Number=s 23021Q28 - - =< Sample Information . .,_ : - : ° - . ;>„ '';Sample Time: 8:10 ~:, -.. Date Cast: December 18, 2002 Technician 'Cgntractor Weather Conditions: ~: Accumulative Yards: 30 - Ptacement Method:, Bucket Sample Locations:Same Placement Location: UG 498 Test Result Specification Test Method dump, inches: 3Y. 2-5 ASTM C-172 Vr Content, %: N/A N/A ASTM C-143 :oncrete Temperature F: N/A ASTM C-231 , vnbient Temperature, ~ F: 17 ASTM C-31 'lay++c Unit Weight, pcf: N/A ', ASTM C-1064 o to 7esf Data Age at Maximum Compressive Set Specimen Diameter Area Date Test Load Strength Fracture No. ID (inches) (sq. inches) Tested (days) (Ibs) (Psi) Type 2 A 4.00 12.57 12/26/2002 8 67,050 5,340 a 2 g 4.00 12.57 01/02/2003 15 69,200 5,510 c 2 C 4.00 12.57 01/15/2003 28 77,540 6,170 a 2 D 4.00 12.57 01/15/2003 28 79,500 6,330 a Average 8,250 ervices -Perform compressive strength determinations of test cylinders cast by others and delivered to the laboratory r tests were performed in general accordance with applicable ASTM, AASF+TO, or DOT test methods. This report is exGUSively for the use of the client led above and shall not be reproduced except in full without the written approval of Terracon. Test results transmitted herein are only applicable e actual samples tested at the locarion(s) referenced and are not necessarily indicative of the properties of other apparentry similar or identical d~i~ Page 2 of 4 ,~m.~•.~