Lakeside V2-LR 960319 (2) Maxim Tech. · Southwestern Labs
2575 Lone Star Dr. · P.O. Box 224227
Dallas, Texas 75222
? E ¢ H N CZ L CZ G I E $ I N 43 Telephone: (214) 631-2700
FAX: (214) 920-1891
REPORT OF
IN-PLACE DENSITY
CLIENT: TH;. KROG;.R CO
Attn: Jeff Kruegar
100 Kroger Drive
Keller, TX 76248 PRO3ECTNO.: 0903506037
REPORT NO.: 38562
PROJECT: Kroger ~448 DATE OF SERVICE: 3/06/96
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 13cf
TEST OF: Utility Backfill 36653 Red clay sand 13.0 117.5
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. Plumbing line at between J. & K
at 11 line. 11.0 13.0 111.6 117.5 95
2. Plumbing line at between J & K
line at 16 line. 11.2 13.0 115.2 117.5 98
3. Plumbing line at between J & K
line at 28 line. 11.3 13.0 115.2 117.5 98
Test results on this report meet project
specifications as noted above.
Technician: Paul D. Butler Started: 07:30AM Stopped: 09:30AM
C.E.T.
Report Distribution: MAXIM TECH. eSOUTHWESTERN LABS
(1) THE KROGER C0
(1) City of Coppe[[ - Eng. Dept.
(1) City of CopfleL[ - BLdg. [nsp. Arthur Etherly III, CET
1007 JS Our letters and repor~ ~a for the exclusive use of the client to whom they are eddr___e~e4__ and ahsil not be reproduced except in
full without the approvsi of the test:rig laboratory. The uae of ournlme mu~t receive our written approval. Our letterl and rel)orta
apply only to the sample te~ted and/or inspected, and Ire not indicative of the quantitie~ of ipparorttly identical or similar iXoducta.