The URL can be used to link to this page

RC Townhomes-LR041112~ERING AND CONSULTING LUSTIG FAMILY PAGE 02 MACTEC Engineering and Consulting 2200 Gravel Drive Fort Worth, Texas 76118-7123 Tel: gl?-284-7755e Fax: 817-589-1420 REPORT OF IN-PLACE DENSITY CLIENT: J.R. ROSE DEVELOPMENT 410 SPINNAKER DR. ALLEN, TX 75013 PROJECT: RIVERCHASE TOW/qq{OMES ~%DDITIONS COPPELL PAGE 1 OF 1 P~OJEC~ NO.: 9023912 R/~FORT NO.: 408330 DATE OF SERVICE: 11/11/2004 AIffrHORIZATION: I~PORT DATE: 11/12/2004' SFJtVIC'E~: per. f.t:~:m ia-place demmit¥ and moisture content tests to deCerraine the degree of field compaction. CONTRACTOR: UNDERGROLrbTD UTILITIES METHOD OF TEST: DENSITY: ASTM D2922 MOISt: ASTM D3017 S~IFICA~ON: DENSI~': 95% MO1S~: -2% TO +4% OF OPT. B" S~IT~Y SEWER MATERIALS RED/BRN_& DK.~P~N.SAND/CLYw/GRV PROJECT DATA GAUGE: GAUGE SERIAL NO,: 2 7 6 6 0 STANDARD COUNTS MOISTURE - CURRENT~A PREVIOUS; NA DENSITY - CURRENT:NA PREVIOUS: NA TE~T MODE: Direct Transmission PROBE DEPTH (l~.}: 6 MOIS'ILJI~pFNSI;5' P, EL~TIO~S NO ,,, ,LOCATION 1. BETHEL SCHOOL LINw~ A ST SJ~I~II~ @ -1~ 5, S~R ~ - 1 6, S~E ~ T,O.$. REPORT OF TESTS FIELD OPTIMUM FIELD DENSITY MAXIMUM MOI~TUR~ MOISTURE (per) DENSITY DENSITY (%) (%) WET DRY (Pc0 ~l~ max) 18.2 16.0 129.2 109.3 110.5/ 99 / 17.7 16.0 130.2 110.6' 110.5[ 100 la.7 .1~i_.0 _.128-3. 108_1 16.1 16.0 126.1 108.6 110 ~ 98, 16.9 16,0 129.1 110,4 110.~ 15.6 16.0 126.6 10~.5 110.5 Technician: Steve Report Distribution: Test results on this rcpor~ meeC projact specifications as noted abova, Star, ed: 02:00PM $~:oppe~: 10PM~/ Tim Begole, CET.