Loading...
Fountain Park 1-CS 930929KADLECK & ASSOCIATES 5336 ALPHA RD., SUITE 5 D.~LIAS, TX 75240 214-702-0771 September 29, 1~93 Mr. Ken Griffin, Engineering Depa 255 Parkway Blvd P.O. Box 478 Cop~ Re/Fountain Par Dear Ken: P.E. rtment I0,19 Coppell, Texas Attached is a ~etter from the soils engineer, Mr. Ron Reed with a copy of ~est results for the Atterberg Limits using different percentages of cement as a soil stabilizer. It is Mr. Ree~'s recommendation to use 2% cement stabilization o~ this project which I concur with and request the City to approve this recommendation. Please inform as contractor since have any questio Si cerely, L. ~gynn Kadleckt copy: Mr. Tim Ho Matthews S soon as possible so that I can contact the work is schedule to start om Monday. If you ns, please contact me. use outhwest sep~e~ber 29, 19 ProJec~ No. 1132 Matthews Investm~ 5220 Spring ValL Dallas, Texas ATTN: Mr. Tim ~3 6 mrs Southwest ~y Road, Suite 500 3240 reed engineering Gentlemen= Re: Sot1 Stabtli~ation Fountain Park Addition sandy Lake Road Coppell, Texas on September 22, 1993, a representative of our office visited site and obtaine¢ four representative samples of the proposed street subgrade or ~tterberg Limits testing. Test results are shown on Plate i Based on the results, a series of AtteTberg Limits tests wer~ performed on Sample No. i with two, four, and six percent cement added. Test results are shown on Plate 1. The City of Coppe11 requi~es th? pavin? subgrade to ~ave a ~lasticity Index (PI) of 12 or le$s. S~nce th~s was accomplished w~th two percent added, we recomm~nd that two percent cement be added at the Job ~f any questions arise, do not hesitate to call. copies submitted: (2) 242~ STUTZ DRIVE · SU TE 400 · DALLAS, TEXAS 75235 · 214/350-5600 · {FAX) 214/350-0019 Sample 1 2 4 sample NO, 1 FOUNTAIN P~RK ADDZTZON Liquid Limit 25 2O 23 Cement Liquid Added Limit 2 25 4 28 6 33 Index 7 11 10 Plasticity Index 8 8 6 ~EOTECHI~ICAL CONSULTANTS ' OCT-O~i -~ 93 FR I 09: 54 I Di: REED ENG. GROUP TEL N0:214 350-00i9 ~500 P02 G&BC~W, eWAY FOUNTAIN HE~AD LANlt