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11/16/2000 18:27 3034693581 DENVER GROUTING PAGE 02102 <br />Yav-16-2000 11 a6am Fram-CTl TN061P~ ~ i-B8! P 001/001 F-006 <br />" ;, _ <br />~ C®11/IIVIE~ICIAL '~ESTIIVG I..A~®RAT®g1ES <br />,~i? ~ A DI`/1SIpN OF CTLITFiCMPSON, INC. <br />November 16, 2000 <br />Denver Grouting / Hayward Baker <br />11575 Wadsworth Boulevard <br />Broomfield, CO 80020 <br />Attention: Mr. Loni Nickerson <br />Subject: Results of Tests on Core Segment Delivered 11115/00 <br />Jab No. CT-7730 <br />Dear Sir: <br />On November 15, 2000, you delivered one long core of hardened grout to o~. <br />laboratory far testing. Two specimens sere cut from this core segment and tested for <br />compressive Strength. This letter presents results of that test. <br />The core segment was 3.2 inches in diameter and approximately 15 inches long as <br />received. It contained coarse sand aggregate, with a maximum slze of 1/4 inch. We cut two <br />compressive strength specimens from this core, and tested them 1n as-received condition <br />on the same day as the core was received. Results are as follow: <br />Height Diameter Weight Density Capped Ht Load Comp. Strength <br />3amole ID in. in. I( bs.l jgc~f in. Ilbs"1 si <br />A 5.83 3.20 3.454 127.4 ti.02 18,800 2310 <br />t3 5.90 3.20 3.634 132.6 5.95 19,400 2380 <br />Average 2345 <br />If you have any questions regarding this report, or if we can be of further assistance, <br />please do not hesitate to call. <br />Very truly yours, <br />C~/L,,L~ T TIN ~~*' <br />S <br />Orville R. Wemerll, P. , 90 <br />Principal ~~sSi~,vaL E~0'\ <br />ORW:Orw <br />°2 LIa.4N SYaEE7 CENVE=.. COL^_FADO x0223 343 ! 925-3207 <br />'fl)is CBSi r~p.~r; ~•-ms 'r~'~ an~~ q,, II nnr. pn r.'pr0o~[?~7. ?a:2P[ in fill wiChptl[ wl~T2n 9WrpVEU Of CAmmecGi~ T~Lbnq ~?oorPtO~'i?; <br />RECEIVED-TIME NOV. 16. 5:16PM PRINT TIME NOV. 16. 5:19PM <br />