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?t <br />aario/4000 1o: [r ad.i4b4J!3U2 DENVER GROUrIW- PAGE 92/02 <br />'?ov-}6?200D 11:1621 Frcm-tTL U I <br />T-804 F 001/001 F-Deb <br />n <br />COMMERCIAL TESTING LABORATORIES <br />A DIVISIpf\N OF GTL.!TH0MPS0N, INC <br />November 16, 2000 <br /> <br />Denver Grouting / Hayward Baker ? <br />11575 Wadsworth Boulevard z <br />Broomfield, CO 801720 tai <br /> <br />Attention: Mr. Loni Nickerson _ <br /> V <br />Subject: Results of Tests on Core Segment Delivered 11IH5t+pp <br />Job No. CT-7730 Q <br />Dear Sir: <br />On November 15, 2000, you delivered one tong core of hardened grout to our <br />laboratory for testing. Two speeimens were cut from this core segment and tested for <br />compressive strength. This letter presents results of that test, <br />The care sagment was 3.2 inches in diameter and approximatefy 15 inches long as <br />received. It contained coarse sand aggregate, with a maximum sire of 114 inch:. Ws cut two <br />compressive strength specimens from this core, and tested them In as-received condition <br />on the same day as the coee was received. Results are as follow: <br />Height Diameter Weight Density Capped Ht. Load Comp. Strength <br />3ar(e! in. in,? jtd 1po flal l?S--.l ton <br />A 5.83 3.20 3.454 127.4 6. D2 18,800 2310 <br />8 5.110 3.20 3.834 132.9 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, Poo R' <br /> <br />CO ERCIAL T TIN ?O. ?r...•r., tfr <br /> •r? 011 <br />.d <br />Orville R. Werner I1, P. <br />' <br />` <br />Principal •.,,,, .•=? <br />`? <br />°?F <br />s? <br />N?? <br /> ?NAL E <br />ORW:crw <br />2;C {-IPAN STPEET MEN A/EP . CCL0gAoc) 2C7e2- 303 f 9Z5-S207 <br />1ji5 ta& rCti] S rn r?, m.ryVr r+=rp: t ?n t S A, ii nm: rr MOr00U°pS LMepi t(? wt tlQUt wtl CCn 800ra131 Of J-'Orr T!CGnq I BOa: e+. is <br />RECET?/? TIME NOV-16, 5:18Pf? M ??tTNT TTMr 1VM/ 1t c•rnnu