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•a, iof ciao ib. [ f d19.�Ab <br />!SoY -16 -2000 11:16ai From -CT1 TNt 1 <br />November 16, 2000 <br />Denver Grouting / Hayward Baker <br />11575 Wadsworth Boulevard <br />Broomfield, CO 80020 <br />Attention: Mr. Loni Nickerson <br />Subject: <br />Dear Sir: <br />On November 15, 2000, you delivered one long core of hardened grout to our <br />laboratory for testing. Two specimens were 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 31240114 inch. We cut two <br />compressive strength specimens from this core, and tested them In as- received condition <br />on the same day as the core was received. Results are as follow: <br />Height Diameter Weight Density <br />Sample ID in. iin,1 11111), IRO <br />A 5,83 3.20 3.454 127.4 <br />B 5.90 120 3.634 132.6 <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 />Orville R. Werner II, P. <br />Principal <br />ORW:orw <br />Results of Tests on Core Segment Delivered 11115/00 <br />Job No. CT -7730 <br />DENVER GROUTINfl PAGE 92/02 <br />T-804 P 001/001 F -006 <br />COMMERCIAL TESTING LABORATORIES <br />A DIVISION OF CTL /THOMPSON. INC <br />Capped Ht. Load Comp. Strength <br />iiyl Ilbs.l Igen <br />6.02 18,800 <br />5.95 19,400 <br />Average <br />2310 <br />2380 <br />2345 <br />22 LIPAN STREET' DENVEQ. COLORADO 80223 303 / 225 -3207 <br />nos tam repapt ra=rpn sM slum rim: wa r+rprooU_el mept In ho; without wthten eooraval of roar• arc Toning Leoorecoi..* <br />? <br />RECEIVED Ti I'� NOV.16. 5:16PM PQTNT TT?W Nm IC C. 4 nr. <br />