Lakeside V2-LR 960306 Maxim Tech.. Southwestern Labs
2575 Lone Star Dr. · P.O. Box 224227
Dallas, Texas 75222
T E ¢ H N O L O G I E $ I N ¢ Telephone: (214) 631-2700
FAX: (214) 920-1891
REPORT OF
IN-PLACE DENSITY
CLIENT: THF. KROCF. R CO
Attn: Jeff Kruegar
100 Kroger Drive
Keller, TX 76248 PROOEC?NO.: 0903506037
REPORT NO.: 38161
PROJECT: Kroger ~448 DATE OF SERVICE: 2/28/96
AUTHORIZATION:
Coppell Tx. REPORT DATE: 3/06/96
SERVICES: Perform in-place density and moisture content tests to determine the degree
of field compaction.
PROJECT DATA MOISTURE,1DENSITY RELATIONS
CONTRACTOR: David Christopher, Inc. OPTIMUM MAXIMUM
MATERIALS MOISTURE % DENSITY I~cf
TEST OF: Paving subgrade 35458A-Tan sand 12.0 110.5
Plumbing 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% opt moist
REPORT OF TESTS
FIELD OPTIMUM FIELD MAXIMUM
TEST MOISTURE MOISTURE DENSITY DENSITY DENSITY
NO LOCATION (%) (%) (Pcfl (Pcfl (% max)
1. Left turn lane at MacArthur
and Village Parkway, north
end 13.8 12.0 110.5 110.5 100
2. Left turn lane @ MacArthur
& Village Parkway, south end 13.6 12.0 110.1 110.5 100
3. Plumbing line at K-16 Line 14.0 13.0 115.2 117.5 98
4. Plumbing line at K-13 line 13.2 13.0 115.8 117.5 99
Test results on this report meet project
specifications as noted above.
Technician: Paul D. Butler Started: 09:30AM Stopped: ll:00AM
C.E.T.
Report Distribution: M(~CH~WE
(1) T,E ~ROG£R CO STERN LABS
(1) David Christopher, Inc.
(1) City of Coppe[[
~--A~tTfur Et~n~r/~II, CRT
1007 LW Our ~etters anti reports are for the exclusive use of ~l~e client to whom riley are acl(~ressecl anti sl3a not he rel3rocluced excel3t in
full without the approval of the testing laboratory. The use of ourname must rece ve our wr tten approval. Our letters and reports
apply only to the sample tested ancl/or insl3ecte~l, and are not inaicative of ,.he (~t;antrties of apparently iclentical or similar products.