Lakeside V2-LR 960219 (4) Maxim Tech. · Southwestern Labs
2575 Lone Star Dr. · P.O. Box 224227
Dallas, Texas 75222
Telephone: (214) 631-2700
T E C H N O L O G I E S I N C FAX: (214) 920-1891
REPORT OF
IN-PLACE DENSITY
CLIENT: TX~ ]~OO~.R CO
Attn: Jeff Kruegar
100 Kroger Drive
Keller, TX 76248 PROJECT NO.: 0903506037
REPORT NO.: 37022
PROJECT: Kroger #448 DATE OF SERVICE: 2/07/96
AUTHORIZATION: John
Coppell Tx. REPORT DATE: 2/19/96
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 ocr
TEST OF: Building pad 36653 Red clay sand 13.0 117.5
..... 35461 Light brcwn clay sand 12.0 121.5
with gravel.
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. 15' S. & 15' W. of the N.E.
corner of building, 3rd lift. 12.1 13.0 112.2 117.5 95
2. 15' S. & 100' W. of the N.E.
corner of building, 3rd lift. 11.5 13.0 112.0 117.5 95
3. 25' S. & 50' E. of the N.W.
corner of building, 3rd lift. 12.0 13.0 111.8 117.5 95
4. 65' S. & 10' W. of the N.E.
corner of building, 3rd lift. 13.5 13.0 114.4 117.5 97
Report Of Tests Continued On Page 2
1007 JS Our lettml and reportz are fro' the exclulive ule of the client to whom they a,~ addressed and tall r~t be reproduced excel~t in
full without the el~oroval of the tearing laboratory. The ule of. ou..r., name roue! reCelV~ ~ur written apathy?..uur, letting, and re.por~
TH;. KROGER CO REPORT NO. 37022
PROJECT NO. 0903506037 PAGE 2
DATE OF SERVICE: 2/07/96
REPORT OF TESTS (Continued)
FIELD OPTIMUM FIELD MAXIMUM
TEST MOISTURE MOISTURE DENSITY DENSITY DENSITY
NO LOCATION (%] [%) (Pcf) (Pcf) (% max)
5. 75' S. & 75' W. of the N.E.
corner of building, 3rd lift. 13.2 13.0 111.9 117.5 95
6. 100' S. & 15' E. of the N.W.
corner of building, 3rd lift. 11.0 13.0 111.7 117.5 95
7. Dock area, 3rd lift. 11.6 13.0 111.9 117.5 95
Test results on this report meet project
specifications as noted on page 1.
Technician: Paul D. Butler Started: 11:30AM Stopped: 01:30PM
C.E.T.
Report Distribution: MAXJM TFCH. ~O~THWESTERN LABS
( 1 ) THE KROGER CO ,.
(1) David Christopher, Inc.
(1) City of Coppe[[
Arthur B~herl~III, CET
1007 JS Our letters and reports ~re for the exclusive u~ of the client to whom they we ~ddrel~ed and ~hell not be reproduced except in