Lakeside V2-LR 960319 Maxim Tech. · Southwestern Labs
2575 Lone Star Dr. · P.O. Box 224227
Dallas. Texas 75222
Telephonff: (214) 631-2700
T E C H N O L O G I E S I N C FAX: (2~4) ~20-~
REPORT OF
IN-PLACE DENSITY
CLIENT: TH;. ~OG;.R CO
Attn: Jeff Kruegar
100 Kroger Drive
Keller, TX 76248 PRO3ECTNO.: 0903506037
REPORT NO.: 38656
PROJECT: Kroger ~448 DATE OF SERVICE: 3/11/96
AUTHORIZATION:
Coppell Tx. REPORT DATE: 3/19/96
SERVICES: Perform in-place density and moisture content tests to determine the degree
of field compaction.
PROJECT DATA MOISTURE/DENSITY RELATIONS
CONTRACTOR: David Christopher, Inc. OPTIMUM MAXIMUM
MATERIALS MOISTURE % DENSITY Dcf
TEST OF: Paving subgrade 36471 Gray crused stone (flex 8.5 134.0
base ).
METHOD OF TEST:
DENSITY: ASTM D2922 SPECIFICATION
MOISTURE: ASTM D3017 DENSITY: 95% Dry Density MOISTURE:-2% to +2% opt.
REPORT OF TESTS
FIELD OPTIMUM FIELD MAXIMUM
TEST MOISTURE MOISTURE DENSITY DENSITY DENSITY
NO LOCATION (%) (%) (Pcf) (Pcf) (% max)
1. Left turn lane on MacArthur
Blvd. 6.7 8.5 132.0 134.0 99
2. Right turn lane, on MacArthur
Blvd., N. end. 6.8 8.5 132.5 134.0 99
3. Right turn lane, on MacArthur
Blvd., at approach. 6.8 8.5 132.2 134.0 99
Test results on this report meet project
specifications as noted above.
Technician: Paul D. Butler Started: 09:30AM Stopped: ll:OOAM
C.E.T.
Report Distribution: ~HWESTERN LABS
(1) THE KROGER C0
(1) David Christopher, [nc.
(1) City of Coppe[[ - Eng. Dept.
(1) City of C0ppe[t - Btdg. Insp. Arthur Etherl~ III, CET
Project Manager
1007 JS Our letter~ Ind repMt$ Me for the exclusive use of the client to whom they Ire ad,re.ed M~d shell net b? re~)roduced except in
futl without the II)proval of the testing laboratory. The u~e of ournlme must receive our written approval, uur letters and reports
I~ply or~y to the sample teated and/or inepected, and Me not indicative of the quintitiel of &pporently identical or -~milIr p~educts.