Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Vista Point II-LR050323
GEOTEChNICAL AND J~ F=~ r'-I I I p IENVIP, ONMENTAL CONSULTANTS REPORT OF LABORATORY COMPACTION TEST Vista Point II, Phase I Highway 121 and MacArthur Boulevard Coppell, Texas REPORTED TO: Cadence McShane, Corporation 14860 Montfort Drive, Suite 270 Dallas, Texas 75254 ATTN: Mr. Brandon Perdue CONTRACTOR: Cadence McShane Corporation REPORT NO. 92 REPORT DATE: 03-23-05 REG PROJECT NO. 11685 SAMPLE DATE: 03-14-05 Curve No. 6 Soil Classification Proctor Type Brown silty clay w/gravel (lime-treated) ASTM D-698 Optimum Moisture, % 22.7 Maximum Density, pcf 96.4 96.5 95.5 .~_m 94.5 93.5 ~' 92.5 91.5 ~ 90.5 ~ '~6.5 18.5 20.5 22.5 24.5 26.5 28.5 Moisture Content (%) 4.5 ,~ 4.0 43.5 c~ 2.5 ~ 2.0 -~ 1.6 mt.O 16.5 16.5 20.5 22.5 24.5 2~.5 28.5 Moisture Content (%) Mail Distribution: (1) Cadence McShane, Corporation/ Mr. Brandon Perdue (1) Jackson-Shaw Company/ Mr. Christopher Gardner (1) City of Coppell/ Ms. Beverly Hurtsman (1) Good Fulton & Farrell/ Mr. Rick Myers (1) McHale Engineering/ Mr. Gary McHale (1) AECC, Inc./Mr. Chad Stephens Submitted by: REED ENGINEERING GROUP, LTD. Original Signed By Keith E. Atkins Manager, C.M.T. KEA/cdl 2424STUTZ DR. · SUITE 400 · DALLAS, TX 75235 * TEl [214] 3505600 * FAX [214] 3500019